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HomeMy WebLinkAboutGN010.0 - TRUSS LAYOUTS16023 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. October 8,2020 Johnson, Andrew Pages or sheets covered by this seal: I43118137 thru I43118268 My license renewal date for the state of Indiana is July 31, 2022. WF47 S WF47 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6-9-12 9-5-12 2-8-1 2-8-1 5-9-8 37-5-0 10-5-0 31-7-8 11-8-12 21-2-8 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-S 1650F 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=-1073 (LC 6) Max Grav 12=3774 (LC 18), 22=3680 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-88/222, 3-23=-2717/856, 23-24=-2718/857, 24-25=-2721/857, 25-26=-2722/857, 4-26=-2726/858, 4-27=-10599/2677, 27-28=-10599/2677, 28-29=-10599/2677, 5-29=-10599/2677, 5-6=-10599/2677, 6-30=-10626/2670, 7-30=-10626/2670, 7-31=-9217/2262, 8-31=-9217/2262, 8-32=-9171/2262, 9-32=-9171/2262, 9-33=-9171/2262, 33-34=-9171/2262, 10-34=-9171/2262, 10-35=-97/84, 35-36=-97/84, 11-36=-97/84, 11-12=-326/98, 2-22=-289/271 BOT CHORD 22-37=-366/1380, 37-38=-366/1380, 21-38=-366/1380, 21-39=-1100/4248, 39-40=-1100/4248, 20-40=-1100/4248, 20-41=-1100/4248, 19-41=-1100/4248, 19-42=-50/181, 42-43=-50/181, 18-43=-50/181, 17-18=-66/207, 6-17=-707/234, 17-44=-2460/10988, 44-45=-2460/10988, 16-45=-2460/10988, 16-46=-2460/10988, 46-47=-2460/10988, 15-47=-2460/10988, 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=-751/3240, 10-15=-1674/7207, 10-13=-1347/291, 10-12=-4477/1145, 7-15=-2272/419, 7-17=-786/0, 4-17=-1717/7451, 3-22=-3839/983, 3-21=-858/3140, 4-21=-3053/742, 4-19=-1886/502, 17-19=-1082/4206, 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 1073 lb uplift at joint 22. Job Truss Truss Type Qty Ply WF47 S I43118137A01Half Hip Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:50 Page: 1 ID:mUE3eVW01HoAm21op?4ISlzLsCx-Mock Me Continued on page 2 October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 14 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 and 51 lb up at 32-9-15, 157 lb down and 51 lb up at 34-9-15, and 157 lb down and 51 lb up at 36-9-15, and 157 lb down and 51 lb up at 38-9-15 on top chord, and 146 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, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-11=-60, 18-22=-20, 15-17=-20, 12-14=-20 Concentrated Loads (lb) Vert: 3=-5 (F), 5=-70 (F), 18=-29 (F), 6=-70 (F), 15=-29 (F), 8=-70 (F), 16=-289 (F), 23=-87 (F), 24=-70 (F), 25=-70 (F), 26=-70 (F), 27=-70 (F), 28=-70 (F), 30=-243 (F), 31=-243 (F), 32=-70 (F), 33=-70 (F), 34=-70 (F), 35=-70 (F), 36=-70 (F), 37=-112 (F), 38=-29 (F), 39=-29 (F), 40=-29 (F), 41=-29 (F), 42=-29 (F), 43=-29 (F), 44=-118 (F), 45=-351 (F), 46=-351 (F), 47=-118 (F), 48=-29 (F), 49=-29 (F), 50=-29 (F), 51=-29 (F), 52=-29 (F) Job Truss Truss Type Qty Ply WF47 S I43118137A01Half Hip Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:50 Page: 2 ID:mUE3eVW01HoAm21op?4ISlzLsCx-Mock Me 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 5-7-5 10-8-3 5-7-12 37-5-0 5-0-14 5-0-14 10-6-5 21-2-8 10 -6-12 31 -9-4 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 WF47 S I43118138A02Half Hip 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:53 Page: 1 ID:m6Pc2Ol?0dei?jqPnQvDbGzLsBL-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x6 =4x4 =3x8 =5x6 =4x6 =3x4 =3x4 =3x4 =3x6 =7x10 =2x4 =2x4 =3x6 =3x4 =5x9 =4x7 =4x5 14 13 12 19 18 17 16 15 1 2 3 5 6 7 8 9 10 11420 1-4-4 -1-4-4 3-9-1 7-5-10 5-5-3 37 -1-8 3-8-10 3-8-10 6-2-10 19-10 -14 6-2-10 13-8-4 0-3-8 37 -5-0 11-9-7 31 -8-5 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 -9-911-0-61-8-53-0-00-2-23-0-00-3-83-3-87-5-610-8-140-2-210-11-0Scale = 1:72.1 Plate Offsets (X, Y):[4:0-3-0,0-2-1], [11:0-2-8,Edge], [15:0-4-8,0-2-8] 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 0.41 Vert(LL)-0.17 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.85 Vert(TL)-0.49 15-16 >906 180 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horiz(TL)0.16 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* 13-15,19-2,19-3,3-18:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 4-11, 11-20. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-13, 10-12, 11-12, 5-18, 6-15 REACTIONS (lb/size)12=1483/ Mechanical, 19=1577/0-3-8 Max Horiz 19=383 (LC 5) Max Uplift 12=-160 (LC 5), 19=-158 (LC 4) Max Grav 12=1483 (LC 1), 19=1578 (LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/98, 3-4=-1601/201, 4-5=-1225/191, 5-6=-1840/232, 6-7=-1580/222, 7-8=-1580/222, 8-9=-1565/226, 9-10=-1565/226, 2-19=-364/116 BOT CHORD 18-19=-370/1253, 17-18=-351/1830, 16-17=-351/1830, 15-16=-337/1932, 8-15=-346/122, 12-13=-142/741 WEBS 4-18=-27/666, 13-15=-140/848, 10-15=-219/1503, 10-13=-317/174, 10-12=-1451/159, 3-19=-1540/101, 3-18=0/278, 5-16=0/340, 5-18=-891/97, 6-15=-446/105 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)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 160 lb uplift at joint 12 and 158 lb uplift at joint 19. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118139A03Hip11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 17:47:23 Page: 1 ID:gnL6sRF82P8FFdk2Ulc34CzLs9Q-lz8pnb?nCE?zCCMqLbDxCiFu9wu3Qmeg57BrNKyVkE4 October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 1-6-13 37-5-0 2-1-1 21-6-15 2-9-14 31 -4-14 4-5-5 35-10-3 4-10-15 19-5-14 3-9-9 7-6-14 3-9-4 3-9-4 7-0-1 28-6-15 7-0-1 14-6-14 1-10 -0 37-5-0 7-8-10 7-8-10 9-2-8 35-7-0 9-3-15 17-0-9 9-3-15 26-4-811-0-01-8-59-8-53-0-03-0-00-3-83-3-87-3-010-6-80-5-811-0-0Scale = 1:73.3 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 SPF No.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 WF47 S I43118140A04Piggyback Base 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:54 Page: 1 ID:t8qO_yr0PTElYfgMaPzUHXzLs63-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =MT18HS 5x10 =3x8 =3x6 =3x4 =3x4 =3x6 =3x6 =3x4 =3x10 =5x6 =4x6 =4x6 =3x4 18 17 16 15 14 13 12 11 1 2 3 104 95678 1-4-4 -1-4-4 4-11-15 9-11-10 4-11-11 4-11-11 7-8-12 25 -6-14 7-10 -8 17 -10-2 7-10-8 33 -5-6 3-11-10 37-5-0 3-9-14 37 -5-0 7-8-12 25 -6-14 7-8-12 17 -10-2 8-0-4 33 -7-2 10 -1-6 10 -1-61-8-56-8-510-0-0Scale = 1:67.6 Plate Offsets (X, Y):[5:0-7-4,0-2-4], [9:0-3-4,0-2-4], [10:0-2-12,0-1-8], [13:0-3-8,0-1-8] 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 0.62 Vert(LL)-0.17 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(TL)-0.45 17-18 >998 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.48 Horiz(TL)0.07 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, 18-3:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-12, 3-18, 10-11, 6-15, 6-17, 8-13 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=-425/92, 3-4=-1613/194, 4-5=-1467/229, 5-6=-1234/224, 6-7=-1513/255, 7-8=-1513/255, 8-9=-1325/237, 9-10=-806/183, 2-18=-445/133, 10-11=-1474/147 BOT CHORD 17-18=-60/1117, 16-17=-8/1453, 15-16=-8/1453, 14-15=0/1267, 13-14=0/1267, 12-13=0/556, 11-12=-64/76 WEBS 5-17=-15/579, 9-12=-820/70, 3-18=-1403/108, 10-12=-10/1094, 3-17=-92/120, 6-15=-92/116, 6-17=-490/49, 8-15=-29/304, 8-13=-711/175, 9-13=-95/1128 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 WF47 S I43118141A05Piggyback Base 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:55 Page: 1 ID:jwMDfu9l_fqQWFw7v4vpfJzLs4N-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 24 -3-4 7-0-15 31-4-3 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 WF47 S I43118142A06Piggyback Base 4 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:55 Page: 1 ID:Rw3i0Z5hcdfMsFu6UTJ6qmzLs39-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =3x8 =3x6 =4x9 =MT18HS 5x10 =5x6 =3x4 16 15 14 13 12 11 10 9 1 8 2 73456 4-9-6 4-9-6 4-9-12 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):[3:0-8-0,0-1-12], [7:0-7-4,0-2-4], [8:0-2-12,0-1-8], [9: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 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(TL)-0.36 15-16 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.58 Horiz(TL)0.07 9 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* 16-2,9-8,2-15:2x4 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 (4-4-10 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-10, 2-16, 8-9 REACTIONS (size)9= Mechanical, 16= Mechanical Max Horiz 16=14 (LC 4) Max Uplift 9=-114 (LC 4), 16=-106 (LC 4) Max Grav 9=1485 (LC 10), 16=1507 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-368/86, 2-3=-1567/229, 3-4=-1480/251, 4-5=-1479/251, 5-6=-1479/251, 6-7=-864/199, 7-8=-1146/189, 1-16=-348/78, 8-9=-1430/146 BOT CHORD 15-16=-42/1049, 14-15=0/1098, 13-14=0/1098, 12-13=0/1307, 11-12=0/1307, 10-11=0/1307, 9-10=-19/47 WEBS 3-15=0/255, 3-13=-50/529, 4-13=-433/136, 6-13=-17/186, 6-12=0/287, 6-10=-891/72, 7-10=0/351, 2-16=-1401/108, 8-10=0/968, 2-15=-53/116 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 106 lb uplift at joint 16 and 114 lb uplift at joint 9. 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 WF47 S I43118143A07Piggyback Base 3 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:55 Page: 1 ID:94ykwNbmXPIPoDHzY4EfICzLrhG-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 11-2-1 42 -3-8 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 WF47 S I43118144A08Piggyback Base 4 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:56 Page: 1 ID:ceLDNKK8qcNpdVbuk?d?j0zLqsg-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x10 =4x6 =MT18HS 7x10 =3x8 =2x4 =3x10 =5x6 =4x9 =3x6 15 14 13 12 11 10 9 1 2 8 3 4 5 6 7 4-9-6 4-9-6 4-9-12 9-7-2 7-0-15 23-10-12 7-2-11 31 -1-7 7-2-11 16-9-13 1-2-9 32 -3-15 0-7-0 32 -3-15 7-0-15 23-10-12 7-4-7 16-9-13 7-10 -3 31 -8-15 9-5-6 9-5-62-0-18-11-1410-0-0Scale = 1:68 Plate Offsets (X, Y):[3:0-8-0,0-1-12], [7:0-3-4,0-2-4], [9:Edge,0-2-0], [10:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.12 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(TL)-0.30 14-15 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.53 Horiz(TL)0.05 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-1:2x6 SP No.1, 15-2,2-14:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-10 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 6-10, 2-15, 8-9, 7-9 REACTIONS (size)9=0-3-8, 15= Mechanical Max Horiz 15=29 (LC 4) Max Uplift 9=-112 (LC 4), 15=-87 (LC 4) Max Grav 9=1269 (LC 1), 15=1314 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-367/90, 2-3=-1316/205, 3-4=-1149/219, 4-5=-1149/219, 5-6=-1149/219, 6-7=-909/197, 7-8=-248/189, 1-15=-347/82, 8-9=-231/152 BOT CHORD 14-15=-38/880, 13-14=0/906, 12-13=0/906, 11-12=0/846, 10-11=0/846, 9-10=-10/159 WEBS 3-14=0/274, 3-12=-26/299, 4-12=-431/134, 6-12=-38/406, 6-10=-769/169, 2-15=-1148/79, 7-10=-102/1150, 7-9=-1233/13, 2-14=-76/116 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)All plates are 3x4 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 15 and 112 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 WF47 S I43118145A09APiggyback Base 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:56 Page: 1 ID:tLBJWLi5gq4?8daZDA8zfLzLqpc-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x4 =5x9 =3x10 =2x4 =5x6 =7x12 =3x6 =2x4 =2x4 =3x6 =6x8 =4x6 =4x6 =2x4 18 17 16 15 14 1 2 13 12 11 3 10 945678 1-2-9 32-3-15 4-11-0 31 -1-7 5-10 -2 15 -5-4 4-11-15 9-7-2 4-7-3 4-7-3 10 -9-2 26 -2-7 1-4-5 32 -3-15 1-7-8 11-4-6 1-10 -4 23 -1-10 4-0-14 15-5-4 5-10 -2 21-3-6 0-1-12 23-3-6 9-8-14 9-8-14 7-8-5 30 -11-112-0-13-0-125-11-210-0-0Scale = 1:78.3 Plate Offsets (X, Y):[4:0-6-12,0-1-12], [5:0-3-8,0-1-8], [9:0-4-4,0-2-0], [14:0-3-0,0-3-0] 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)-0.20 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.81 Vert(TL)-0.58 12-13 >658 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.74 Horiz(TL)0.17 11 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 BOT CHORD 2x4 SPF No.2 *Except* 14-19:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 17-4,13-15,18-1,15-4,2-17,5-15:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-5 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 13-14 WEBS 1 Row at midpt 2-18, 8-12, 5-15 REACTIONS (size)11=0-3-8, 18= Mechanical Max Horiz 18=174 (LC 4) Max Uplift 11=-124 (LC 4), 18=-74 (LC 4) Max Grav 11=1282 (LC 1), 18=1309 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-345/66, 2-3=-1314/167, 3-4=-1217/186, 4-5=-1131/197, 5-6=-2493/313, 6-7=-2528/293, 7-8=-2528/293, 8-9=-485/70, 9-10=-586/71, 1-18=-322/61, 10-11=-1381/55 BOT CHORD 17-18=-179/969, 16-17=-92/927, 15-16=-92/927, 14-15=-3/6, 13-14=0/106, 6-13=-313/102, 12-13=-146/1652, 11-12=-28/29 WEBS 4-17=0/270, 13-15=-141/1546, 5-13=-139/1684, 9-12=0/229, 2-18=-1174/92, 10-12=-11/1136, 8-13=-63/1083, 8-12=-1522/220, 4-15=-17/322, 2-17=-89/124, 5-15=-1286/180 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 11 and 74 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 WF47 S I43118146A09BPiggyback Base 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:56 Page: 1 ID:tLBJWLi5gq4?8daZDA8zfLzLqpc-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x6 =3x4 =MT18HS 7x10 =3x4 =5x9 =4x9 =6x12 =3x4 =3x4 =3x4 =3x4 =3x4 =5x9 =4x6 =4x6 =3x4 18 17 16 15 14 1 2 12 11 1013 9 3 84567 1-2-9 32-8-7 4-11-0 31-5-15 5-10-2 15 -9-12 4-11-11 4-11-11 4-11-15 9-11-10 10-9-2 26-6-15 1-4-5 32-8-7 4-9-4 31-4-3 4-11-0 26-6-15 5-8-6 15-9-12 5-10-2 21 -7-14 10-1-6 10-1-61-8-53-0-125-11-210-0-0Scale = 1:68.5 Plate Offsets (X, Y):[3:0-6-12,0-1-12], [4:0-3-8,0-2-0], [8:0-4-4,0-2-0], [13:0-8-8,0-2-4] 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 0.99 Vert(LL)-0.20 16-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)-0.53 16-18 >728 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horiz(TL)0.20 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 185 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 16-3,15-3,4-15,15-13,2-16:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-11 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 2-18, 7-11 REACTIONS (size)10=0-3-8, 18=0-5-8 Max Horiz 18=175 (LC 4) Max Uplift 10=-125 (LC 4), 18=-75 (LC 4) Max Grav 10=1297 (LC 1), 18=1327 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-436/65, 2-3=-1362/189, 3-4=-1157/199, 4-5=-2684/335, 5-6=-1728/221, 6-7=-1728/221, 7-8=-453/91, 8-9=-549/96, 1-18=-392/64, 9-10=-1267/126 BOT CHORD 17-18=-185/1047, 16-17=-185/1047, 15-16=-94/963, 14-15=0/19, 13-14=0/113, 5-13=0/436, 12-13=-234/2687, 11-12=-125/1719, 10-11=-20/34 WEBS 3-16=0/310, 3-15=-19/302, 4-15=-1334/190, 13-15=-155/1599, 4-13=-160/1852, 8-11=0/185, 2-18=-1146/95, 9-11=-73/1035, 2-16=-130/132, 7-11=-1649/166, 7-12=-6/721, 5-12=-1205/133 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)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)All plates are 3x4 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 10 and 75 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 WF47 S I43118147A10Piggyback Base 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:57 Page: 1 ID:x?3zhMIJZzcpPDA64QvXi3zLqh6-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x4 =M18SHS 6x8 =3x4 =3x4 =5x9 =4x5 =3x4 =3x4 =1.5x4 =6x9 =4x4 =5x9 =4x4 =4x5 =2x4 17 16 15 14 13 1 2 12 11 10 9 3 84567 4-0-0 31-5-15 1-2-9 32-8-7 4-11-11 4-11-11 6-9-3 16-8-13 4-11-15 9-11-10 10-9-2 27 -5-15 1-4-5 32-8-7 6-7-7 16-8-13 6-9-3 23-6-0 7-10-3 31 -4-3 10-1-6 10-1-61-8-53-0-125-11-210-0-0Scale = 1:71.3 Plate Offsets (X, Y):[3:0-4-8,0-1-8], [8:0-2-0,0-1-13], [12:0-3-0,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 0.57 Vert(LL)-0.19 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)-0.50 16-17 >780 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horiz(TL)0.13 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 182 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-9:2x4 SPF Stud/ No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 17-2,10-9,11-9,7-12,7-11,8-11:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-9 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 2-17 REACTIONS (size)10=0-3-8, 17=0-5-8 Max Horiz 17=175 (LC 4) Max Uplift 10=-125 (LC 4), 17=-75 (LC 4) Max Grav 10=1297 (LC 1), 17=1327 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-443/67, 2-3=-1361/188, 3-4=-1165/198, 4-5=-2304/294, 5-6=-2304/294, 6-7=-2315/275, 7-8=-469/76, 8-9=-587/84, 1-17=-398/66, 9-10=-1347/86 BOT CHORD 16-17=-185/1046, 15-16=-94/966, 14-15=-94/966, 13-14=0/13, 12-13=0/125, 6-12=-321/102, 11-12=-117/1461, 10-11=-25/31 WEBS 3-16=0/316, 3-14=-14/287, 4-14=-1096/181, 12-14=-140/1480, 4-12=-110/1361, 2-17=-1137/92, 9-11=-30/1078, 7-12=-84/1144, 7-11=-1429/191, 8-11=-4/229, 2-16=-128/130 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 10 and 75 lb uplift at joint 17. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118148A11APiggyback Base 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:57 Page: 1 ID:7EQbH4QAKBDmsBfq89eJp6zLrIz-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =M18SHS 6x8 =3x4 =3x5 =1x4 =3x8 =3x4 =1.5x4 =6x8 =3x4 =5x6 =5x9 =4x10 =4x4 =7x6 =M18SHS 4x8 14 13 12 11 19 18 17 16 15 1 2 3 10 4 95678 4-1-4 31 -5-15 4-11-11 4-11-11 6-7-15 16 -7-9 4-11-15 9-11-10 10-9-2 27-4-11 1-2-9 32-8-7 1-4-5 32-8-7 3-11-8 31-4-3 4-1-4 27-4-11 6-6-3 16 -7-9 6-7-15 23 -3-7 10-1-6 10-1-613-0-01-8-511-11-143-0-010-0-03-0-0Scale = 1:85.9 Plate Offsets (X, Y):[4:0-4-8,0-1-8], [9:0-8-0,0-1-12], [10:0-3-4,0-1-12], [11:0-3-8,Edge], [15:0-6-4,0-3-12] 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 0.60 Vert(LL)-0.19 18-19 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)-0.49 18-19 >791 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.99 Horiz(TL)0.10 11 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 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 19-3,15-13:2x4 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 (5-1-2 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 6-15 WEBS 1 Row at midpt 5-16, 9-12, 3-19, 8-13 WEBS 2 Rows at 1/3 pts 10-11 REACTIONS (size)11=0-3-8, 19=0-5-8 Max Horiz 19=53 (LC 5) Max Uplift 11=-115 (LC 4), 19=-84 (LC 4) Max Grav 11=1297 (LC 1), 19=1333 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-443/47, 2-3=-364/67, 3-4=-1370/202, 4-5=-1176/216, 5-6=-1176/216, 6-7=-959/191, 7-8=-959/191, 8-9=-550/199, 9-10=-438/360, 1-19=-398/66, 10-11=-1329/366 BOT CHORD 18-19=0/966, 17-18=0/949, 16-17=0/949, 15-16=0/917, 14-15=0/62, 6-15=-611/141, 13-14=-16/3, 12-13=-74/145, 11-12=-123/144 WEBS 4-18=0/315, 4-16=-28/291, 5-16=-418/129, 6-16=-42/358, 9-12=-1077/0, 3-19=-1138/105, 10-12=0/987, 8-13=-1331/56, 8-15=0/1178, 13-15=0/575, 9-13=-100/1141, 3-18=-126/128 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)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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 11 and 84 lb uplift at joint 19. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118149A11BPiggyback Base 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:58 Page: 1 ID:AxZztMt781eM5hxJ5w3JCvzLr0J-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =M18SHS 6x8 =3x4 =3x5 =1x4 =3x8 =3x4 =1.5x4 =5x9 =3x4 =4x5 =5x9 =6x7 =M18SHS 4x8 12 11 10 17 16 15 14 13 1 2 3 4 5 6 7 8 9 4-11-11 4-11-11 6-7-15 16-7-9 4-11-15 9-11-10 11-4-7 27-11-15 4-8-8 32-8-7 4-8-8 32-8-7 4-8-8 27 -11-15 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 = 1:83.1 Plate Offsets (X, Y):[4:0-4-8,0-1-8], [10:0-3-8,Edge], [13:0-7-4,0-2-12] 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)-0.19 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)-0.49 16-17 >801 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horiz(TL)0.10 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 218 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 17-3,13-11:2x4 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 (5-1-6 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. 1 Row at midpt 6-13 WEBS 1 Row at midpt 5-14, 3-17, 8-11 WEBS 2 Rows at 1/3 pts 9-10 REACTIONS (size)10=0-3-8, 17=0-5-8 Max Horiz 17=51 (LC 5) Max Uplift 10=-119 (LC 4), 17=-83 (LC 4) Max Grav 10=1297 (LC 1), 17=1333 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-443/48, 2-3=-364/67, 3-4=-1370/200, 4-5=-1175/213, 5-6=-1174/214, 6-7=-960/193, 7-8=-960/193, 8-9=-506/192, 9-10=-1271/214, 1-17=-398/66 BOT CHORD 16-17=0/966, 15-16=0/949, 14-15=0/949, 13-14=0/915, 12-13=0/79, 6-13=-637/165, 11-12=-12/6, 10-11=-135/154 WEBS 4-16=0/315, 4-14=-25/372, 5-14=-427/126, 6-14=-39/358, 3-17=-1138/104, 8-11=-1308/0, 8-13=-2/1146, 11-13=0/490, 9-11=-107/1192, 3-16=-126/128 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)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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 10 and 83 lb uplift at joint 17. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118150A12Piggyback Base 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:58 Page: 1 ID:n9QaIwPMdaZuhL4xq2JwxDzLrXB-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =4x6 =M18SHS 4x8 =4x4 =M18SHS 6x8 =3x4 =3x4 =1x4 =3x8 =3x8 =4x5 =4x4 =8x9 =7x10 =6x10 =4x9 =1x4 =4x6 =4x6 =M18SHS 5x8=5x6 15 14 13 12 11 20 19 18 17 16 1 21 222 8 9 10 3 23 4 5 6 7 1-5-7 25 -10 -10 3-4-15 29-3-8 4-11-11 4-11-11 6-7-15 16 -7-9 4-11-15 9-11-10 7-9-9 24-5-2 3-4-15 32 -8-7 0-11-15 24 -3-6 1-8-15 26-0-6 3-3-3 29-3-8 3-4-15 32 -8-7 6-6-3 16 -7-9 6-7-15 23 -3-7 10-1-6 10-1-613-0-01-8-511-9-73-0-03-0-08-9-711-9-71-2-913-0-0Scale = 1:87.6 Plate Offsets (X, Y):[3:0-4-12,0-1-8], [6:0-1-12,0-2-0], [7:0-8-4,0-2-0], [8:0-6-4,0-2-4], [10:Edge,0-3-8], [16:0-5-8,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 0.98 Vert(LL)-0.28 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.96 Vert(TL)-0.56 16-17 >692 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horiz(TL)0.51 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 265 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-7:2x4 SPF-S 1650F 1.6E, 20-1:2x4 SP 2400F 2.0E, 20-2:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16 2-2-0 oc bracing: 13-14. 1 Row at midpt 6-16 WEBS 1 Row at midpt 10-11, 4-17, 8-13, 2-20, 8-12 WEBS 2 Rows at 1/3 pts 7-14, 9-11 REACTIONS (size)11=0-3-8, 20=0-5-8 Max Horiz 20=53 (LC 7) Max Uplift 11=-115 (LC 6), 20=-84 (LC 6) Max Grav 11=1988 (LC 22), 20=1573 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-564/49, 2-21=-360/68, 2-22=-1676/162, 3-22=-1676/201, 3-23=-1654/214, 4-23=-1652/214, 4-5=-1652/214, 5-6=-1652/214, 6-7=-1282/197, 7-8=-1316/252, 8-9=-560/170, 9-10=-129/140, 10-11=-199/111, 1-20=-528/68 BOT CHORD 19-20=0/1165, 18-19=0/1278, 17-18=0/1278, 16-17=0/1326, 15-16=-297/0, 6-16=-958/143, 14-15=0/146, 13-14=0/900, 12-13=0/897, 11-12=0/513 WEBS 3-19=0/369, 3-17=-25/661, 4-17=-853/127, 6-17=-34/569, 7-14=-2595/0, 8-14=0/418, 8-13=-225/43, 2-20=-1439/104, 2-19=-289/163, 9-11=-1851/111, 9-12=-135/1364, 8-12=-1348/73, 14-16=0/2878, 7-16=0/3491 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)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 84 lb uplift at joint 20. 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 WF47 S I43118151A13Piggyback Base 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:59 Page: 1 ID:uH?xW6PAiI2s7e5E4eVlbWzLrlO-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x7 =M18SHS 4x8 =4x4 =5x9 =3x4 =3x4 =3x8 =2x4 =3x5 =M18SHS 6x8 =4x10 =4x5 =6x8 =6x6 =3x4 10 9 8 15 14 13 12 11 1 7 61916 2 5318174 0-0-12 24-2-5 4-11-2 4-11-2 1-7-1 32-8-7 4-11-5 9-10 -7 6-11-13 16-10-4 7-3-5 24-1-8 6-11-2 31-1-6 1-7-1 32-8-7 6-10-1 16-10-4 6-11-13 23-10-0 7-3-6 31-1-6 10 -0-3 10 -0-312-11-01-8-55-9-143-0-09-11-03-0-0Scale = 1:81.6 Plate Offsets (X, Y):[3:0-6-8,0-3-4], [5:0-5-4,0-3-0], [8:Edge,0-1-8], [11:0-7-8,0-2-0] 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 0.48 Vert(LL)-0.17 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.74 Vert(TL)-0.43 14-15 >911 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.60 Horiz(TL)0.08 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 236 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 5-7:2x8 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-9,15-2,8-7,9-7,2-14:2x4 SPF Stud/No.3, 15-1:2x4 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-11 WEBS 1 Row at midpt 4-12, 6-9, 2-15, 7-8 REACTIONS (size)8=0-3-8, 15=0-5-8 Max Horiz 15=-69 (LC 6) Max Uplift 8=-95 (LC 6), 15=-87 (LC 6) Max Grav 8=1589 (LC 20), 15=1632 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-625/22, 2-16=-441/42, 2-3=-1617/202, 3-17=-1573/216, 4-17=-1571/217, 4-18=-1571/217, 5-18=-1574/216, 5-19=-1520/180, 6-19=-1525/126, 6-7=-538/109, 1-15=-574/48, 7-8=-1567/98 BOT CHORD 14-15=0/1184, 13-14=0/1239, 12-13=0/1239, 11-12=0/1164, 10-11=0/139, 5-11=-174/140, 9-10=0/19, 8-9=-52/61 WEBS 3-14=0/350, 3-12=-25/561, 4-12=-849/123, 5-12=-29/669, 6-9=-1375/83, 2-15=-1293/133, 7-9=-44/1352, 6-11=0/970, 9-11=0/378, 2-14=-264/164 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)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 95 lb uplift at joint 8 and 87 lb uplift at joint 15. 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 WF47 S I43118152A14Hip11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:05:59 Page: 1 ID:Oab?wCjw_43MVX7Z40WhbizLros-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =6x10 =5x6 =M18SHS 6x8 =3x4 =4x9 =1x4 =3x10 =4x6 =1.5x4 =8x10 =5x9 =M18SHS 9x10 =6x6 =4x4 10 9 8 15 14 13 12 11 116 7 621718345 8-2-3 15-7-13 7-5-10 7-5-10 11-3-5 26 -11-2 5-9-5 32-8-7 2-11-6 26-9-6 5-11-1 32 -8-7 7-3-14 7-3-14 8-2-3 23-10-0 8-3-15 15 -7-1310-11-01-8-56-1-33-0-07-11-03-0-0Scale = 1:73.5 Plate Offsets (X, Y):[1:Edge,0-2-0], [2:0-5-0,0-2-0], [6:0-6-12,0-1-12], [8:Edge,0-3-8], [11:0-6-0,0-6-4] 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 0.95 Vert(LL)-0.13 11-12 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.62 Vert(TL)-0.34 11-12 >999 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.90 Horiz(TL)0.17 8 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* 1-2:2x4 SPF-S 1650F 1.6E, 2-4:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-11,14-1,8-7:2x4 SPF Stud/No.3, 15-1:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. 1 Row at midpt 5-11 WEBS 1 Row at midpt 3-12, 6-9 WEBS 2 Rows at 1/3 pts 7-8 REACTIONS (size)8=0-3-8, 15=0-5-8 Max Horiz 15=-67 (LC 6) Max Uplift 8=-102 (LC 6), 15=-92 (LC 6) Max Grav 8=1701 (LC 19), 15=1620 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-1895/109, 2-16=-1886/164, 2-17=-2213/216, 3-17=-2212/217, 3-4=-2212/217, 4-5=-2212/217, 5-18=-1719/181, 6-18=-1722/181, 6-7=-1164/193, 1-15=-1548/132, 7-8=-1644/141 BOT CHORD 14-15=0/421, 13-14=0/1419, 12-13=0/1419, 11-12=0/1765, 10-11=0/17, 5-11=-1098/127, 9-10=-32/17, 8-9=-38/64 WEBS 2-14=-138/177, 2-12=-35/1082, 3-12=-1043/156, 5-12=-46/612, 9-11=0/1253, 6-11=0/2391, 6-9=-1701/0, 7-9=0/1181, 1-14=0/1351 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)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 92 lb uplift at joint 15 and 102 lb uplift at joint 8. 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 WF47 S I43118153A15Hip11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:00 Page: 1 ID:Dm3aso?r83cKt?1sQu2?TAzLrwE-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =6x6 =M18SHS 4x8 =4x10 =4x6 =3x4 =3x4 =3x4 =3x4 =8x10 =3x4 =2x4 =5x9 =10x10 =4x5 =3x4 11 10 9 16 15 14 13 12 1 8 721917318456 6-3-1 17-7-0 6-3-1 11-3-15 5-0-14 5-0-14 3-4-9 32-8-7 11-8-15 29-3-15 3-6-5 32-8-7 5-2-10 5-2-10 5-4-2 29-2-3 9-2-13 14 -5-7 9-4-9 23 -10-08-11-01-8-56-1-33-0-05-11-03-0-0Scale = 1:63.1 Plate Offsets (X, Y):[2:0-5-0,0-2-0], [7:0-6-12,0-1-12], [8:0-2-0,0-1-12], [9:Edge,0-1-8], [12:0-4-0,0-3-0] 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 0.80 Vert(LL)-0.19 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.92 Vert(TL)-0.51 12-13 >768 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.66 Horiz(TL)0.20 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 171 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-7,10-7,3-15,4-12:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-6 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-10, 8-9, 3-15, 4-12 REACTIONS (size)9=0-3-8, 16=0-5-8 Max Horiz 16=-67 (LC 6) Max Uplift 9=-108 (LC 6), 16=-98 (LC 6) Max Grav 9=1804 (LC 19), 16=1708 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1910/146, 2-17=-1478/157, 3-17=-1476/157, 3-18=-2741/204, 4-18=-2741/204, 4-5=-2286/184, 5-6=-2286/184, 6-19=-2260/190, 7-19=-2260/190, 7-8=-903/169, 1-16=-1669/115, 8-9=-1774/139 BOT CHORD 15-16=0/179, 14-15=-9/2583, 13-14=-9/2583, 12-13=-22/2788, 11-12=0/95, 6-12=-712/115, 10-11=-25/7, 9-10=-57/70 WEBS 2-15=0/749, 10-12=0/757, 7-12=-52/2313, 7-10=-1478/3, 1-15=0/1495, 8-10=-6/1371, 3-13=0/356, 3-15=-1504/99, 4-13=-97/99, 4-12=-668/78 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)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 98 lb uplift at joint 16 and 108 lb uplift at joint 9. 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 WF47 S I43118154A16Hip11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:00 Page: 1 ID:fAFz7m8ByFlzxaQJ2cIQMBzLrzx-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x6 =M18SHS 7x10 =3x5 =5x9 =1x4 =4x5 =3x4 =3x4 =3x4 =6x8 =3x4 =8x10 =6x12 =4x9 =3x6 =2x4 11 10 9 17 16 15 14 1328293031323334 12 1 8 2 18 19 20 3 21 22 23 4 524 25 6 26 27 7 2-9-14 2-9-14 3-11-11 27-7-3 6-10 -1 16 -7-11 6-11-13 9-9-10 6-11-13 23-7-8 5-1-4 32-8-7 1-11-3 32-8-7 2-11-10 2-11-10 6-10 -1 16 -7-11 6-10 -1 9-9-10 6-11-4 30-9-4 7-2-5 23-10-010-4-41-8-56-1-33-0-03-0-00-3-83-3-83-5-86-9-00-3-87-0-83-3-1210-4-4Scale = 1:66.9 Plate Offsets (X, Y):[2:0-5-12,0-1-0], [6:0-3-0,0-3-0], [12:0-7-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.29 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.88 Vert(TL)-0.56 12-13 >689 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.79 Horiz(TL)0.23 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 361 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7:2x8 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 15-2,15-5,13-6,10-12,12-7,10-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. REACTIONS (size)9=0-3-7, 17=0-5-8 Max Horiz 17=-67 (LC 6) Max Uplift 9=-298 (LC 6), 17=-553 (LC 6) Max Grav 9=1976 (LC 29), 17=2329 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2247/595, 2-18=-4727/1102, 18-19=-4726/1102, 19-20=-4726/1102, 3-20=-4725/1102, 3-21=-4726/1102, 21-22=-4726/1102, 22-23=-4726/1102, 4-23=-4726/1102, 4-5=-4726/1102, 5-24=-5860/1131, 24-25=-5860/1131, 6-25=-5860/1131, 6-26=-5277/924, 7-26=-5222/950, 7-27=-630/241, 8-27=-721/238, 1-17=-2336/608, 8-9=-1976/309 BOT CHORD 16-17=-98/93, 16-28=-316/1654, 28-29=-316/1654, 29-30=-316/1654, 15-30=-316/1654, 15-31=-964/5748, 14-31=-964/5748, 14-32=-964/5748, 32-33=-964/5748, 13-33=-964/5748, 13-34=-524/4180, 12-34=-525/4203, 11-12=0/136, 6-12=-4660/934, 10-11=-12/85, 9-10=-50/70 WEBS 2-16=-764/0, 2-15=-701/3355, 3-15=-781/28, 5-15=-1379/33, 5-13=-164/308, 6-13=-494/1809, 10-12=-24/1039, 7-12=-984/6101, 7-10=-1895/201, 8-10=-132/1504, 1-16=-462/2010 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-5-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)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)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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 553 lb uplift at joint 17 and 298 lb uplift at joint 9. 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) 186 lb down at 2-9-14, 84 lb down at 4-10-10, 84 lb down at 6-10-10, 84 lb down at 8-10-10, 84 lb down at 10-10-10, 84 lb down at 12-10-10, and 84 lb down at 14-10-10, and 152 lb down at 16-10-10 on top chord, and 56 lb down and 124 lb up at 2-9-14, 33 lb down and 99 lb up at 4-10-10, 33 lb down and 99 lb up at 6-10-10, 33 lb down and 99 lb up at 8-10-10, 33 lb down and 99 lb up at 10-10-10, 33 lb down and 99 lb up at 12-10-10, and 33 lb down and 99 lb up at 14-10-10, and 640 lb down and 142 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, Plate Increase=1.15 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply WF47 S I43118155A17Roof Special Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:01 Page: 1 ID:dT_iRe4Y_0K4YSQd4vFZTLzLs0b-Mock Me Continued on page 2 October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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, 2-6=-60, 6-7=-60, 7-8=-60, 12-17=-20, 9-11=-20 Concentrated Loads (lb) Vert: 16=4 (B), 34=-640 (B) Job Truss Truss Type Qty Ply WF47 S I43118155A17Roof Special Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:01 Page: 2 ID:dT_iRe4Y_0K4YSQd4vFZTLzLs0b-Mock Me 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =1.5x4 =3x5 =3x4 =1.5x4 5 8 9 4 1 2 6 7 3 2-1-6 -2-1-6 4-2-2 4-2-2 0-0-7 0-0-7 4-1-11 4-2-24-7-21-11-04-7-2Scale = 1:34.5 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 0.61 Vert(LL)0.04 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 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: 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 4-2-2 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=-96 (LC 4), 5=-260 (LC 4) Max Grav 4=132 (LC 8), 5=309 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-271/170, 1-2=0/122, 2-6=-73/61, 6-7=-44/51, 3-7=-81/89, 3-4=-94/56 BOT CHORD 5-8=-62/0, 8-9=-62/0, 4-9=-62/0 WEBS 2-4=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 260 lb uplift at joint 5 and 96 lb uplift at joint 4. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 137 lb up at 1-1-13, and 91 lb down and 130 lb up at 1-8-3 on top chord, and 69 lb up at 1-1-13, and 102 lb up at 1-8-3 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=46 (F), 7=43 (B) Job Truss Truss Type Qty Ply WF47 S I43118156BNJ01GDiagonal Hip Girder 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:01 Page: 1 ID:3CsV74gNBOWKH1p_RNTEuWyWB5T-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =1x4 =3x5 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-7-3 3-7-3 0-2-7 3-7-3 3-4-11 3-4-114-8-41-8-54-8-4Scale = 1:32 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 0.21 Vert(TL)-0.02 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: 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 3-7-3 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=200 (LC 4) Max Uplift 3=-52 (LC 4), 4=-144 (LC 4) Max Grav 3=134 (LC 8), 4=161 (LC 8), 5=252 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/0, 1-2=0/96, 2-3=-78/75 BOT CHORD 4-5=-178/68 WEBS 2-4=-74/193 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 52 lb uplift at joint 3 and 144 lb uplift at joint 4. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 89 lb up at 3-7-3 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: 4=-71 (F) Job Truss Truss Type Qty Ply WF47 S I43118157BNL01Jack-Open 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:01 Page: 1 ID:wt4KniQmk8660wfcEY2SbNyWB1w-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =1.5x4 =3x6 =3x4 5 4 1 2 3 1-0-5 1-0-5 1-4-4 -1-4-4 0-1-0 1-0-5 0-11-5 0-11-52-11-51-11-02-11-5Scale = 1:36.8 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 0.01 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 1-0-5 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=59 (LC 5) Max Uplift 3=-121 (LC 6), 4=-141 (LC 4), 5=-8 (LC 4) Max Grav 3=87 (LC 4), 4=18 (LC 3), 5=297 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-289/13, 1-2=0/106, 2-3=-98/60 BOT CHORD 4-5=-75/0 WEBS 2-4=0/164 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 8 lb uplift at joint 5, 141 lb uplift at joint 4 and 121 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118158BOS01Jack-Open 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:01 Page: 1 ID:3CsV74gNBOWKH1p_RNTEuWyWB5T-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =1.5x4 =3x5 =3x4 5 4 1 2 3 1-1-3 1-1-3 1-4-4 -1-4-4 0-1-1 1-1-3 1-0-2 1-0-22-7-51-8-52-7-5Scale = 1:37.4 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 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 0.04 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 1-1-3 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=49 (LC 5) Max Uplift 3=-110 (LC 6), 4=-93 (LC 4), 5=-33 (LC 4) Max Grav 3=63 (LC 4), 4=19 (LC 3), 5=289 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-279/39, 1-2=0/96, 2-3=-83/39 BOT CHORD 4-5=-64/0 WEBS 2-4=0/118 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 33 lb uplift at joint 5, 93 lb uplift at joint 4 and 110 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118159BOT01Jack-Open 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:02 Page: 1 ID:3CsV74gNBOWKH1p_RNTEuWyWB5T-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 5 4 1 2 3 1-4-4 -1-4-4 4-5-4 4-5-4 0-2-9 4-5-4 4-2-11 4-2-116-4-41-11-06-4-4Scale = 1:39 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.02 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(TL)-0.06 4-5 >867 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 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 Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=267 (LC 4) Max Uplift 3=-93 (LC 4), 4=-70 (LC 4) Max Grav 3=184 (LC 8), 4=86 (LC 3), 5=276 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-233/7, 1-2=0/106, 2-3=-102/115 BOT CHORD 4-5=-240/102 WEBS 2-4=-110/259 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 93 lb uplift at joint 3 and 70 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118160BPI01Jack-Open 6 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:02 Page: 1 ID:qTq6F?ZkJdNbifcGP_p71cyWB5c-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =5x6 7 6 5 1 2 483 1-4-4 -1-4-4 1-8-0 4-5-4 2-9-4 2-9-4 1-9-12 4-5-4 2-7-8 2-7-84-8-41-11-00-1-154-8-4Scale = 1:33.8 Plate Offsets (X, Y):[3:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)0.11 6-7 >476 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.87 Vert(TL)-0.15 6-7 >343 180 TCDL 10.0 Rep Stress Incr NO WB 0.09 Horiz(TL)0.26 4 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 Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=209 (LC 6) Max Uplift 4=-29 (LC 6), 5=-166 (LC 6), 7=-59 (LC 6) Max Grav 4=98 (LC 14), 5=275 (LC 19), 7=526 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-386/35, 1-2=0/129, 2-3=-141/97, 3-8=0/2, 4-8=-3/1 BOT CHORD 6-7=-183/58, 5-6=0/0 WEBS 3-6=-227/65, 2-6=-79/224 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)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 59 lb uplift at joint 7, 29 lb uplift at joint 4 and 166 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. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 19 lb up at 2-9-4 on top chord, and 134 lb down and 134 lb up at 2-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-22 (F), 6=-86 (F) Job Truss Truss Type Qty Ply WF47 S I43118161BPJ01GJack-Open Girder 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:02 Page: 1 ID:U243KwvwUY1Ug6KqcaqwijyWB59-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =1x4 =3x5 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-7-2 3-7-2 0-2-7 3-7-2 3-4-11 3-4-114-8-41-8-54-8-4Scale = 1:32 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 0.21 Vert(TL)-0.02 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: 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 3-7-2 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=200 (LC 4) Max Uplift 3=-52 (LC 4), 4=-145 (LC 4) Max Grav 3=133 (LC 8), 4=161 (LC 8), 5=252 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/0, 1-2=0/96, 2-3=-78/75 BOT CHORD 4-5=-178/68 WEBS 2-4=-74/193 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 52 lb uplift at joint 3 and 145 lb uplift at joint 4. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 89 lb up at 3-7-2 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: 4=-71 (B) Job Truss Truss Type Qty Ply WF47 S I43118162BPK01Jack-Open 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:02 Page: 1 ID:3CsV74gNBOWKH1p_RNTEuWyWB5T-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =3x4 =5x6 =6x6 =3x4 101 2 16 15 14 13 12 11 9 4 5 6 73 8 0-7-2 13 -9-3 0-7-2 -0-7-2 1-7-14 1-7-14 1-7-14 13 -2-1 9-10 -4 11-6-3 13 -2-11-10-120-4-130-2-21-7-41-7-40-2-21-9-6Scale = 1:30.1 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-3-7,Edge], [8:0-3-7,Edge], [9:0-2-1,0-1-8] 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 0.08 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 0.06 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 40 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, Except: 6-0-0 oc bracing: 2-16. REACTIONS (size)2=13-2-1, 9=13-2-1, 11=13-2-1, 12=13-2-1, 13=13-2-1, 14=13-2-1, 15=13-2-1, 16=13-2-1 Max Uplift 2=-24 (LC 6), 9=-25 (LC 6), 11=-8 (LC 6), 12=-22 (LC 6), 13=-22 (LC 6), 14=-23 (LC 6), 15=-19 (LC 6), 16=-10 (LC 6) Max Grav 2=143 (LC 18), 9=156 (LC 18), 11=177 (LC 26), 12=285 (LC 17), 13=270 (LC 17), 14=273 (LC 17), 15=276 (LC 17), 16=184 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-64/60, 3-4=-31/31, 4-5=-28/29, 5-6=-28/29, 6-7=-28/29, 7-8=-31/31, 8-9=-80/43, 9-10=0/24 BOT CHORD 2-16=-11/24, 15-16=-4/21, 14-15=-4/21, 13-14=-4/21, 12-13=-4/21, 11-12=-4/21, 9-11=-4/21 WEBS 8-11=-134/29, 7-12=-245/46, 6-13=-230/46, 5-14=-233/47, 4-15=-236/44, 3-16=-133/29 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 24 lb uplift at joint 2, 25 lb uplift at joint 9, 8 lb uplift at joint 11, 22 lb uplift at joint 12, 22 lb uplift at joint 13, 23 lb uplift at joint 14, 19 lb uplift at joint 15 and 10 lb uplift at joint 16. 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 WF47 S I43118163BPLPiggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:02 Page: 1 ID:K301u6CAUp?wWnxjRj8KeuyWAxk-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x6 =3x4 =4x9 =1x4 =3x4 =4x4 =3x8 =4x4 =3x4 =3x6 =3x6 11 14 13 12 10 91 82 3 7 4 6 5 1-4-4 22-1-12 1-4-4 -1-4-4 5-0-10 10-4-12 5-0-10 15-5-6 5-4-2 5-4-2 5-4-2 20-9-8 6-8-13 13-9-3 7-0-5 7-0-5 7-0-5 20 -9-81-8-510-4-4Scale = 1:69.2 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)-0.04 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(TL)-0.11 13-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.67 Horiz(TL)0.02 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 11-4,11-5,14-4,10-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS (size)10=0-3-8, 14=0-3-8 Max Uplift 10=-94 (LC 4), 14=-94 (LC 4) Max Grav 10=953 (LC 8), 14=953 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-326/136, 3-4=-243/156, 4-5=-667/153, 5-6=-916/207, 6-7=-241/159, 7-8=-324/138, 8-9=0/96, 2-14=-384/176, 8-10=-383/178 BOT CHORD 13-14=0/585, 12-13=0/626, 11-12=0/626, 10-11=0/586 WEBS 4-13=0/288, 4-11=-359/77, 5-11=-129/592, 6-11=-235/168, 4-14=-671/0, 6-10=-675/0 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 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 14 and 94 lb uplift at joint 10. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118164BPMCommon61WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:03 Page: 1 ID:cZM_3M44QXgek6qKtoZzkTyWB4y-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x5 =6x6 =6x9 =2x4 =3x4 =3x4 =4x6 =3x8 =4x4 =3x4 =3x6 =3x6 12 11 10 9 8 7 14 13 6 5123 1516 17 4 1-4-4 22-1-12 5-6-4 5-6-4 4-10 -8 10-4-12 5-0-10 15 -5-6 5-4-2 20-9-8 6-1-0 6-1-0 7-2-8 13-3-8 7-6-0 20-9-810-4-43-3-81-8-53-3-83-0-03-0-03-3-86-3-84-0-1210-4-4Scale = 1:66.4 Plate Offsets (X, Y):[13:0-3-8,0-2-0] 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)-0.06 10-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.42 Vert(TL)-0.17 10-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.88 Horiz(TL)0.05 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 121 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size)9=0-3-8, 14= Mechanical Max Horiz 14=-144 (LC 6) Max Uplift 9=-108 (LC 6), 14=-45 (LC 6) Max Grav 9=949 (LC 12), 14=926 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-310/50, 1-2=-123/41, 2-3=-1440/122, 3-15=-1671/174, 15-16=-1588/181, 4-16=-1555/202, 4-17=-805/214, 5-17=-891/195, 5-6=-249/154, 6-7=-330/133, 7-8=0/96, 7-9=-386/174 BOT CHORD 13-14=0/1162, 12-13=0/131, 3-13=-444/203, 11-12=0/42, 10-11=0/42, 9-10=0/581 WEBS 2-14=-1321/66, 2-13=-797/126, 10-13=0/503, 4-13=-47/1197, 4-10=-128/235, 5-10=-233/160, 5-9=-670/0 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 45 lb uplift at joint 14 and 108 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 WF47 S I43118165BPM1Roof Special 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:03 Page: 1 ID:ygTIj4I3hG5LZVsMAXJGEZyWB_C-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =6x7 =3x4 =4x4 =M18SHS 6x8 =M18SHS 6x8 =4x9 =6x7 =4x4 11 10 9 8 7 61 52 12 15 431314 1-4-4 22-1-12 1-4-4 -1-4-4 4-9-10 12-9-9 7-11-15 7-11-15 7-11-15 20 -9-8 5-1-2 12-11-5 7-10 -3 7-10 -3 7-10 -3 20 -9-88-4-41-8-50-2-28-2-28-2-20-2-28-4-4Scale = 1:58.9 Plate Offsets (X, Y):[2:0-1-12,0-2-4], [3:0-5-7,Edge], [4:0-5-7,Edge], [5:0-1-12,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.06 9-11 >999 240 M18SHS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 Vert(TL)-0.15 9-11 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.02 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 116 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-4:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-2,7-5:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-4 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS (size)7=0-3-8, 11=0-3-8 Max Uplift 7=-102 (LC 6), 11=-102 (LC 6) Max Grav 7=1367 (LC 18), 11=1367 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/118, 2-12=-1183/68, 3-12=-878/122, 3-13=-726/156, 13-14=-726/156, 4-14=-726/156, 4-15=-878/121, 5-15=-1183/68, 5-6=0/118, 2-11=-1283/151, 5-7=-1283/151 BOT CHORD 10-11=-24/479, 9-10=-24/479, 8-9=0/663, 7-8=-25/479 WEBS 3-9=0/204, 3-8=-124/125, 4-8=-20/204, 2-9=0/411, 5-8=0/411 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 102 lb uplift at joint 11 and 102 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118166BPNHip11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:04 Page: 1 ID:re2WnVC2HQWI0Y0ONYF0XIyWB3U-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x4 =4x9 =4x7 =4x6 =3x4 =4x7 =4x9 =4x4 =3x4 26 12 21 11 10 22 23 24 25 9 8 71 621320 1914 4 1716 1815 53 1-4-4 22-1-12 1-4-4 -1-4-4 4-9-10 15-2-5 4-9-10 10-4-12 5-7-2 5-7-2 5-7-3 20 -9-8 5-5-6 5-5-6 5-5-7 20-9-8 9-10 -11 15 -4-16-4-41-8-50-2-26-2-26-2-20-2-26-4-4Scale = 1:49.5 Plate Offsets (X, Y):[2:0-1-0,0-1-12], [3:0-3-8,0-1-10], [5:0-3-8,0-1-10], [6:0-1-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)0.06 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(TL)-0.13 9-11 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.22 Horiz(TL)0.01 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 225 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-11,4-9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-3-8, 12=0-3-8 Max Uplift 8=-526 (LC 6), 12=-527 (LC 6) Max Grav 8=1789 (LC 26), 12=1789 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-13=-1761/549, 13-14=-1741/570, 3-14=-1615/590, 3-15=-1327/497, 15-16=-1328/497, 4-16=-1332/497, 4-17=-1332/497, 17-18=-1328/497, 5-18=-1327/497, 5-19=-1615/590, 19-20=-1741/570, 6-20=-1762/549, 6-7=0/112, 2-12=-1685/526, 6-8=-1685/526 BOT CHORD 12-21=-31/248, 11-21=-31/248, 10-11=-365/1551, 10-22=-365/1551, 22-23=-365/1551, 23-24=-365/1551, 24-25=-365/1551, 9-25=-365/1551, 9-26=-31/249, 8-26=-31/249 WEBS 3-11=-207/552, 5-9=-207/552, 2-11=-279/1114, 6-9=-279/1113, 4-11=-477/132, 4-9=-476/132 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)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 527 lb uplift at joint 12 and 526 lb uplift at joint 8. 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) 70 lb down and 0 lb up at 3-7-14, 140 lb down and 41 lb up at 5-7-2, 141 lb down and 40 lb up at 7-7-14, 141 lb down and 40 lb up at 9-7-14, 141 lb down and 40 lb up at 11-1-9, 141 lb down and 40 lb up at 13-1-9, and 140 lb down and 41 lb up at 15-2-5, and 70 lb down and 0 lb up at 17-1-9 on top chord, and 236 lb down and 141 lb up at 3-7-14, 59 lb down and 53 lb up at 5-7-14, 59 lb down and 53 lb up at 7-7-14, 59 lb down and 53 lb up at 9-7-14, 59 lb down and 53 lb up at 11-1-9, 59 lb down and 53 lb up at 13-1-9, and 59 lb down and 53 lb up at 15-1-9, and 236 lb down and 141 lb up at 17-1-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply WF47 S I43118167BPOGRHip Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:04 Page: 1 ID:O3ei_2ROVSEze4EpoFZh7byWB1v-Mock Me Continued on page 2 October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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: 3=-51 (B), 5=-51 (B), 11=-23 (B), 9=-23 (B), 14=-42 (B), 15=-51 (B), 16=-51 (B), 17=-51 (B), 18=-51 (B), 19=-42 (B), 21=-160 (B), 22=-23 (B), 23=-23 (B), 24=-23 (B), 25=-23 (B), 26=-160 (B) Job Truss Truss Type Qty Ply WF47 S I43118167BPOGRHip Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:04 Page: 2 ID:O3ei_2ROVSEze4EpoFZh7byWB1v-Mock Me 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 =2x4 =1x4 =1x4 =1x4 =4x4 =1x4 =1x4 =2x4 1 8 7 6 5 2 4 3 0-2-14 9-4-4 4-5-4 9-1-5 4-8-2 4-8-2 9-4-45-6-60-0-45-2-12Scale = 1:39.3 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 0.13 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 0.06 Horiz(TL)0.00 5 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=9-4-4, 5=9-4-4, 6=9-4-4, 7=9-4-4, 8=9-4-4 Max Uplift 6=-145 (LC 4), 8=-145 (LC 4) Max Grav 1=99 (LC 1), 5=99 (LC 1), 6=301 (LC 7), 7=97 (LC 4), 8=301 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-81/60, 2-3=-112/80, 3-4=-112/80, 4-5=-81/60 BOT CHORD 1-8=-62/92, 7-8=-62/92, 6-7=-62/92, 5-6=-62/92 WEBS 3-7=-64/20, 2-8=-225/155, 4-6=-225/155 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 145 lb uplift at joint 8 and 145 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118168BPPLay-In Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:05 Page: 1 ID:JCRKbz_h4OoeP1o_yqxKx_yWB53-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =M18SHS 5x8 =5x9 =4x6 =3x10 =3x10 =8x18 =4x4 =4x4 =10x10 =10x10 =4x6 =4x4 =4x9 =4x9 =5x6 =3x8 =4x4 =4x4 =3x4 17 16 15 14 13 12 11 10 2922 30 21 3120 32 19 33 18 1 9 23 3 426272524 52 2878 6 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 -2-3 3-5-13 29 -8-0 6-2-10 9-1-7 7-7-6 16-8-13 1-3-0 16 -7-1 1-11-8 22 -9-13 3-0-9 3-0-9 4-3-4 20 -10 -5 6-0-14 9-1-7 6-2-10 15 -4-1 6-10 -3 29 -8-010-6-01-11-03-0-00-1-150-1-153-0-04-7-147-7-140-1-157-9-130-11-38-9-00-1-158-10-151-7-110-6-0Scale = 1:70.4 Plate Offsets (X, Y):[2:0-5-4,0-2-0], [5:0-5-8,Edge], [8:0-3-9,0-2-8], [16:0-3-8,0-5-0], [18:0-5-8,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 0.52 Vert(LL)-0.25 18-19 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.93 Vert(TL)-0.49 18-19 >721 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.85 Horiz(TL)0.25 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 427 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-17:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 18-3,16-18,18-5,14-5,14-6,14-7,13-7,13-8:2x 4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-1 max.): 2-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 5-16 REACTIONS (size)12=0-3-8, 22=0-3-8 Max Horiz 22=-151 (LC 6) Max Uplift 12=-98 (LC 6), 22=-208 (LC 6) Max Grav 12=2228 (LC 24), 22=2597 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-2293/218, 2-23=-2233/225, 2-24=-1729/203, 24-25=-1730/203, 3-25=-1733/203, 3-26=-4241/41, 26-27=-4241/41, 4-27=-4241/41, 4-5=-4114/56, 5-6=-1712/185, 6-7=-1982/222, 7-8=-1330/149, 8-28=-1782/157, 9-28=-1953/142, 9-29=-244/130, 10-29=-358/105, 10-11=0/129, 1-22=-2502/226, 10-12=-526/157 BOT CHORD 22-30=-33/172, 21-30=-33/172, 21-31=0/4418, 20-31=0/4418, 20-32=0/4418, 19-32=0/4418, 19-33=0/4418, 18-33=0/4418, 17-18=-374/0, 4-18=-748/103, 16-17=-13/199, 15-16=0/2366, 14-15=0/2366, 13-14=0/1433, 12-13=0/1191 WEBS 2-21=-28/1075, 3-21=-3372/0, 3-19=0/1211, 3-18=-489/33, 16-18=0/5988, 5-18=0/6611, 5-16=-4915/0, 5-14=-2593/99, 6-14=-220/2310, 7-14=-497/125, 7-13=-878/5, 8-13=-19/896, 1-21=-113/1858, 9-13=0/335, 9-12=-1952/0 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: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; 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 208 lb uplift at joint 22 and 98 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. 12)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, 110 lb down and 17 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, 161 lb down and 120 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 1103 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, Plate Increase=1.15 Job Truss Truss Type Qty Ply WF47 S I43118169C01Roof Special Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:05 Page: 1 ID:o32g0puGBmQHPAKuMqx6EqzMBF4-Mock Me Continued on page 2 October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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=-27 (B), 21=-123 (B), 3=-27 (B), 19=-16 (B), 24=-27 (B), 25=-27 (B), 26=-24 (B), 30=0 (B), 31=-16 (B), 32=-16 (B), 33=-1103 (B) Job Truss Truss Type Qty Ply WF47 S I43118169C01Roof Special Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:05 Page: 2 ID:o32g0puGBmQHPAKuMqx6EqzMBF4-Mock Me 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 17 29 30 31 16 1 9 82212234567 1-4-4 31 -0-4 2-6-9 18 -9-14 3-5-13 22 -3-11 3-7-12 11-9-14 3-9-13 8-2-2 4-5-7 16 -3-5 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 SPF No.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=-655 (LC 6) Max Grav 12=12461 (LC 18), 20=13035 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-12631/8, 2-21=-9114/47, 3-21=-9114/47, 3-4=-16392/74, 4-5=-18069/222, 5-6=-18049/224, 6-7=-18049/224, 7-22=-9771/436, 8-22=-9772/436, 8-9=-13172/540, 9-23=-5201/458, 10-23=-5267/434, 10-11=0/142, 1-20=-11544/0, 10-12=-4270/394 BOT CHORD 20-24=0/1320, 24-25=0/1320, 19-25=0/1320, 19-26=0/14063, 26-27=0/14063, 18-27=0/14063, 18-28=0/14063, 17-28=0/14063, 17-29=0/17053, 29-30=0/17053, 30-31=0/17053, 16-31=0/17053, 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=-183/8034, 34-35=-183/8034, 12-35=-183/8034 WEBS 2-19=0/8554, 13-16=-72/13612, 8-13=-299/8661, 1-19=0/8078, 3-17=0/7514, 3-19=-9010/58, 4-17=-2126/208, 4-16=-151/1852, 7-13=-9248/0, 7-16=0/9912, 9-13=0/2125, 9-12=-8259/43 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 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; 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 655 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 WF47 S I43118170C02Hip Girder 1 4WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:06 Page: 1 ID:d32BUH5z6fKWk5q1kJzFDbzLqVk-Mock Me Continued on page 2 October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 be provided 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, 2127 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, Plate Increase=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 (F), 24=-1450 (F), 25=-1450 (F), 26=-1450 (F), 27=-1463 (F), 28=-1463 (F), 29=-1463 (F), 30=-1463 (F), 31=-1463 (F), 32=-1463 (F), 33=-2127 (F), 34=-2101 (F), 35=-3488 (F) Job Truss Truss Type Qty Ply WF47 S I43118170C02Hip Girder 1 4WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:06 Page: 2 ID:d32BUH5z6fKWk5q1kJzFDbzLqVk-Mock Me 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x8 =5x6 =8x8 =4x9 =2x4 =4x6 =4x6 =5x6 =2x8 =2x4 =10x10 =5x9 =3x6 17 16 24 15 25 14 13 121 112 2320 103 18 19 94 5 8212267 14-6-0 0-6-4 6-3-14 0-6-4 16-2-5 2-8-2 15 -8-1 1-4-4 23-4-3 1-4-4 -1-4-4 2-2-6 5-9-10 2-2-7 18 -4-12 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 = 1:75.3 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [5:0-4-4,0-1-12], [8:0-4-4,0-1-12], [11:0-3-0,0-1-12], [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 0.76 Vert(LL)-0.26 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.41 Vert(TL)-0.47 14-16 >558 180 TCDL 10.0 Rep Stress Incr NO WB 0.54 Horiz(TL)0.01 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Attic -0.20 14-16 >905 360 BCDL 10.0 Weight: 384 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 5-8:2x4 SPF No.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=-143 (LC 6), 17=-143 (LC 6) Max Grav 13=3412 (LC 27), 17=3413 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/128, 2-20=-3223/173, 3-20=-3099/196, 3-4=-1983/169, 4-5=-481/721, 5-21=-1257/695, 6-21=-1247/697, 6-7=-1251/695, 7-22=-1290/635, 8-22=-1299/635, 8-9=-484/718, 9-10=-1983/169, 10-23=-3102/197, 11-23=-3226/173, 11-12=0/128, 2-17=-4522/181, 11-13=-4529/182 BOT CHORD 16-17=0/69, 16-24=0/1948, 15-24=0/1948, 15-25=0/1948, 14-25=0/1948, 13-14=0/69 WEBS 3-16=-88/1647, 10-14=-89/1652, 4-18=-3431/327, 18-19=-2680/261, 9-19=-3433/327, 2-16=0/2648, 11-14=0/2649, 6-18=-359/68, 7-19=-371/70, 5-18=-62/1359, 8-19=-70/1405, 7-18=-91/15 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Ceiling dead load (10.0 psf) on member(s). 3-4, 9-10, 4-18, 18-19, 9-19 13)Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 14)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 17 and 143 lb uplift at joint 13. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1535 lb down and 169 lb up at 6-10-7, and 1535 lb down and 169 lb up at 15-1-7 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 17)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 WF47 S I43118171D01Attic Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:06 Page: 1 ID:iGlb5lVqxkrZJeUKEhOE72zM90H-Mock Me Continued on page 2 October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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=-80, 4-5=-60, 5-8=-60, 8-9=-60, 9-10=-80, 10-11=-60, 11-12=-60, 16-17=-20, 14-16=-30, 13-14=-20, 4-18=-20, 18-19=-20, 9-19=-20 Concentrated Loads (lb) Vert: 24=-1013 (B), 25=-1013 (B) Job Truss Truss Type Qty Ply WF47 S I43118171D01Attic Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:06 Page: 2 ID:iGlb5lVqxkrZJeUKEhOE72zM90H-Mock Me 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x6 =8x8 =4x9 =2x4 =4x6 =2x4 =3x4 =2x4 =2x4 =10x10 =6x6 =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], [13:0-3-8,0-7-4], [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 0.98 Vert(LL)-0.37 13-15 >701 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.94 Vert(TL)-0.55 13-15 >475 180 TCDL 10.0 Rep Stress Incr YES WB 0.47 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, 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): 17 REACTIONS (size)12=0-3-8, 16=0-3-8 Max Grav 12=1639 (LC 13), 16=1639 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-1326/7, 3-4=-1046/82, 4-5=-521/58, 5-6=-501/49, 6-7=-501/49, 7-8=-521/57, 8-9=-1046/83, 9-10=-1327/6, 10-11=0/106, 2-16=-1864/0, 10-12=-1864/0 BOT CHORD 15-16=-8/55, 14-15=0/762, 13-14=0/762, 12-13=-8/56 WEBS 3-15=-156/522, 9-13=-155/525, 4-17=-732/93, 8-17=-732/93, 2-15=0/1041, 10-13=0/1038, 6-17=-232/51, 5-17=0/281, 7-17=0/280 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 (10.0 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 (5.0 psf) applied only to room. 13-15 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 WF47 S I43118172D02Attic41WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:07 Page: 1 ID:?1V4lzykjIfawyS?9u_?v9zM8vE-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 SPF No.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 SPF No.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 WF47 S I43118173D03Attic31WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:07 Page: 1 ID:dnGnCxCTNyYPiIWiPuJ4JuzM8r1-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118174D04Attic21WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:08 Page: 1 ID:6sW8Ozfk6pgN5kimR5TDABzM8p9-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118175E01Common Supported Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:08 Page: 1 ID:nte90aWsutnneXncWdfl1WzM9sU-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118176E02Common11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:09 Page: 1 ID:jpqmauyRPxJgy3XXdBIBU6zM9rw-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6 4 15 17 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 (B), 19=5 (B) Job Truss Truss Type Qty Ply WF47 S I43118177E03Roof Special Girder 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:09 Page: 1 ID:VQPVXtt6WIuu4kL849g?Z7zM9qk-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 4 14 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 WF47 S I43118178E04Roof Special 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:09 Page: 1 ID:DWEiAoeh79IAbAVCdpHFUwzM9oS-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 7 231514 1 16 217 3 522 6 18 2120 19 4 1-4-4 20 -2-4 1-8-0 14 -0-11 3-8-2 3-8-2 3-9-11 12 -4-11 4-10 -14 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 WF47 S I43118179E05Roof Special 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:10 Page: 1 ID:suFdpBkUC4457J1mCamRHHzMBKS-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x8 =8x8 =3x4 =8x8 =4x9 =6x6 =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 18-10-010-7-04-1-31-11-04-1-33-0-00-1-150-1-153-0-04-1-37-1-30-1-157-3-20-11-38-2-50-1-158-4-52-1-1110-6-0Scale = 1:75.7 Plate Offsets (X, Y):[2:0-5-0,0-2-2], [4:0-1-15,Edge], [5:0-5-12,0-5-0], [6:0-3-0,0-2-0], [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 0.58 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 0.55 Horiz(TL)0.03 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 147 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 2-3,3-4:2x4 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 4-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 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=1353 (LC 22), 15=951 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-885/65, 1-17=-1032/71, 17-18=-1031/72, 2-18=-1029/72, 2-19=-1522/156, 19-20=-1431/165, 3-20=-1428/181, 3-21=-784/238, 4-21=-904/223, 4-5=-691/170, 5-22=-866/128, 6-22=-1133/96, 6-7=0/128, 6-8=-1279/143 BOT CHORD 14-15=-57/202, 12-14=0/137, 2-14=-1244/193, 12-13=0/0, 11-12=0/27, 10-11=0/603, 9-10=0/603, 8-9=0/193 WEBS 1-14=-23/1210, 11-14=0/624, 3-14=0/1051, 3-11=-230/275, 4-11=-477/146, 4-9=-93/125, 5-9=-114/164, 6-9=0/457 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 31 lb uplift at joint 15 and 105 lb uplift at joint 8. 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 WF47 S I43118180E06Roof Special 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:10 Page: 1 ID:HTxlRCmMU?Tg_mlLtiJ8vvzMBKP-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =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 WF47 S I43118181EJJack-Open Girder 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:11 Page: 1 ID:czpjxtFQ1QJsnHImK_qzD4zM9y?-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =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 WF47 S I43118182EKJack-Open 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:11 Page: 1 ID:U6ugMM3y6Jzm1DoxbP3_FPzM9zX-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 2-8-15 6-8-15 1-4-4 -1-4-4 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 (B), 8=-50 (B), 9=-177 (B), 10=-24 (B) Job Truss Truss Type Qty Ply WF47 S I43118183G1Half Hip Girder 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:11 Page: 1 ID:F02MY0DAP4pEsEwPcPrRkqzM9QS-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 1-10-14 1-10-14 1-4-4 -1-4-4 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 WF47 S I43118184G2Jack-Open 4 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:12 Page: 1 ID:fE3qg7BsWhLCrv82kDmZCjzM9zM-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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/Maximum Tension 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 to bearing plate capable of withstanding 342 lb uplift at joint 5 and 340 lb uplift at joint 4. 7)Hanger(s) or other connection device(s) shall be provided 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 face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Job Truss Truss Type Qty Ply WF47 S I43118185G3Diagonal Hip Girder 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:12 Page: 1 ID:Hf7wtNxcv0?2hB_41Cy7azzM9TP-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 to bearing 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 WF47 S I43118186G4Jack-Partial 4 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:12 Page: 1 ID:jO?wO3awzWNghqbCcxL3VTzM9ys-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 43 1-4-4 -1-4-4 1-2-15 6-8-15 5-6-0 5-6-0 6-8-159-5-03-11-09-2-140-2-29-2-149-2-140-2-29-5-0Scale = 1:56.4 Plate Offsets (X, Y):[3:0-3-0,0-0-12], [4:0-4-0,0-0-8] 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 0.90 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 *Except* 3-4:2x6 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 or 2-0-2 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. WEBS 1 Row at midpt 4-6, 3-7, 3-6 REACTIONS (size)4= Mechanical, 6= Mechanical, 7=0-3-8 Max Horiz 7=81 (LC 6) Max Uplift 4=-36 (LC 6), 6=-35 (LC 6), 7=-44 (LC 6) Max Grav 4=65 (LC 18), 6=332 (LC 15), 7=642 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-247/332, 3-4=-126/139, 4-6=0/0, 2-7=-531/339 BOT CHORD 6-7=-115/125, 5-6=0/0 WEBS 3-7=-298/45, 3-6=-265/77 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)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 4, 35 lb uplift at joint 6 and 44 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 WF47 S I43118187G5Monopitch21WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:13 Page: 1 ID:nYw060z?RMP7Xl1LUfvZoDzM9yM-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 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 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 WF47 S I43118188GAValley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:13 Page: 1 ID:N3O8P4oeKXkZ?S0RsmBT8kzM9Pj-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)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 WF47 S I43118189GBValley31WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:13 Page: 1 ID:NP0GF8qzJeRViW0nL7DO5gzM9OO-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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=-199 (LC 4), 6=-7 (LC 4) Max Grav 5=1567 (LC 8), 6=1258 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-87/279, 3-7=-244/153, 7-8=-141/150, 4-8=-132/197, 4-5=-136/41, 2-6=-219/291 BOT CHORD 6-9=-45/90, 9-10=-45/90, 5-10=-45/90 WEBS 3-5=-257/211, 3-6=-291/0 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 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 199 lb uplift at joint 5 and 7 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 43 lb down and 3 lb up at 5-6-12 on top chord, and 500 lb down and 480 lb up at 4-0-12, and 316 lb down and 13 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, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 5-6=-90 (F=-70) Concentrated Loads (lb) Vert: 7=-111 (F), 8=-18 (F), 9=-338 (F), 10=-316 (F) 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 (F), 8=-13 (F), 9=-294 (F), 10=-263 (F) Job Truss Truss Type Qty Ply WF47 S I43118190GCMonopitch22WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:13 Page: 1 ID:lSxsZ6il74e8yk5o6y0WY3zM9NF-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118191J1Monopitch Girder 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:14 Page: 1 ID:6CEcf2Fs26EymiuisQWNOMzM9ZS-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 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 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 WF47 S I43118192J1AHalf Hip 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:15 Page: 1 ID:3PxfnAu6ZOwRdsSuT3yo2YzM9Yd-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.49 12 =2x4 =3x6 =3x6 =3x4 6 54 1 2 3 1-11-0 -1-11-0 2-3-8 2-3-8 2-3-83-6-71-11-03-6-7Scale = 1:27.2 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 WF47 S I43118193J1BDiagonal Hip Girder 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:15 Page: 1 ID:Hzme7lMRUNwSuLEUXuB0OmzM9ac-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =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 WF47 S I43118194J1CJack-Open 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:15 Page: 1 ID:1Q8yXEepcxMzh7fy0H6xz6zM9bY-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118195J1DHalf Hip 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:15 Page: 1 ID:EneEflEgz?RT_9bG6xTMARzM9YB-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =1.5x4 =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 WF47 S I43118196J2Jack-Open 8 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:16 Page: 1 ID:qKB6zXEcE6P3xhWuQiYWxLzM9ee-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =3x4 =3x8 5 4 1 2 3 2-1-6 -2-1-6 3-2-1 3-2-1 0-0-7 0-0-7 3-1-9 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=0-4-9 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 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 WF47 S I43118197J2AJack-Open Girder 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:16 Page: 1 ID:Bq1r9si424KX6h?OCOlf0azM9e1-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =3x6 =4x4 =3x5 5 6 4 1 2 3 1-4-4 -1-4-4 2-1-8 2-1-8 2-1-84-0-81-11-04-0-82-11-5Scale = 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 0.13 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 34 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 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=77 (LC 4) Max Uplift 3=-43 (LC 6), 4=-59 (LC 4), 5=-35 (LC 4) Max Grav 3=55 (LC 4), 4=659 (LC 1), 5=469 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-67/75, 3-4=0/0, 2-5=-230/56 BOT CHORD 5-6=-60/0, 4-6=-60/0 WEBS 2-4=0/141 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 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 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 43 lb uplift at joint 3, 59 lb uplift at joint 4 and 35 lb uplift at joint 5. 9)Gap between inside of top chord bearing and first diagonal 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) 909 lb down at 1-5-4 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=-909 (B) Job Truss Truss Type Qty Ply WF47 S I43118198J2GMonopitch Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:16 Page: 1 ID:AkMkcaZEAxb0PIVYFqLQrpyWB8B-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 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 111 lb uplift at joint 3 and 62 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118199J3Jack-Open 13 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:16 Page: 1 ID:Cw8ZR7Xk1_utG7BSBgzcnwzM9cz-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =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 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 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 (B), 8=40 (F) Job Truss Truss Type Qty Ply WF47 S I43118200J3ADiagonal Hip Girder 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:17 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 to bearing plate capable of withstanding 19 lb uplift at joint 4 and 19 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 Job Truss Truss Type Qty Ply WF47 S I43118201J3BFlat Supported Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:17 Page: 1 ID:gNEMCGl0oW9KQvawESIqVjzM9ch-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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=382 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-348/29, 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 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing 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=-245 Job Truss Truss Type Qty Ply WF47 S I43118202J3CFlat Structural Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:17 Page: 1 ID:Y9Tt2eoXskfmvWthTIMmgZzM9cd-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 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 55 lb uplift at joint 3 and 54 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118203J3DJack-Open 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:17 Page: 1 ID:RkIgbST1veby?zaFBLsfO9zM9bm-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =3x4 =3x8 =2x4 =3x4 6 5 4 1 2 3 2-1-11 -2-1-11 0-3-8 2-11-11 2-8-3 2-8-3 0-3-8 2-11-11 2-8-3 2-8-33-9-141-11-03-9-14Scale = 1:33.1 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 0.62 Vert(LL)0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(TL)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.02 Horiz(TL)-0.05 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 16 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)3= Mechanical, 6=0-3-8 Max Horiz 6=177 (LC 4) Max Uplift 3=-69 (LC 4), 6=-35 (LC 4) Max Grav 3=138 (LC 5), 6=382 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/123, 2-3=-68/44, 2-6=-330/91 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 3-5=-22/56 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 35 lb uplift at joint 6 and 69 lb uplift at joint 3. 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 WF47 S I43118204J3EJack-Open Girder 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:17 Page: 1 ID:Y9Tt2eoXskfmvWthTIMmgZzM9cd-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =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 WF47 S I43118205J3FJack-Open 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:18 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =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 WF47 S I43118206J3GJack-Open 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:18 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 to bearing 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 (B), 7=-149 (B) Job Truss Truss Type Qty Ply WF47 S I43118207J3HJack-Open Girder 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:18 Page: 1 ID:GufxrVXoUUL6ju2PYcz3eQzM9bg-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.99 12 =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 WF47 S I43118208K1Jack-Open 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:18 Page: 1 ID:7e_SmN6q07WFdD56K3lF5dzM9X3-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12.06 12 =2x4 =3x6 =3x6 =2x4 7 6 5 1 2 3 4 1-4-4 -1-4-4 3-0-8 3-0-8 3-0-84-11-121-11-24-11-12Scale = 1:33 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 0.07 Horiz(TL)0.00 6 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)6= Mechanical, 7=0-3-7 Max Horiz 7=107 (LC 4) Max Uplift 6=-86 (LC 4), 7=-13 (LC 4) Max Grav 6=104 (LC 1), 7=243 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-218/28, 1-2=0/106, 2-3=-84/37, 3-4=-22/0, 3-6=-72/8 BOT CHORD 6-7=-80/0, 5-6=0/0 WEBS 2-6=0/177 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 13 lb uplift at joint 7 and 86 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118209K2Jack-Open 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:19 Page: 1 ID:g3bezvKBE9EwElJWln3xhwzM9VU-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.77 12 =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 WF47 S I43118210K3Jack-Open 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:19 Page: 1 ID:c54GYXK7nfnhn_TZNr4TqQzM9Wn-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.65 12 =2x4 =3x6 =3x6 =2x4 7 6 5 1 2 3 4 1-4-7 -1-4-7 2-7-7 2-7-7 2-7-64-5-41-10-114-5-4Scale = 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 0.42 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 to bearing 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 WF47 S I43118211K4Jack-Open 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:19 Page: 1 ID:CKzPcxvETOqtXM8oBwxjmYzM9W1-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.18 12 =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 WF47 S I43118212K5Jack-Open 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:19 Page: 1 ID:1AfPznWIIhXzuQqy_YCa_DzM9wM-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.01 12 =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 WF47 S I43118213K6Jack-Open 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:20 Page: 1 ID:oRc?4iPeQwPEJ1eDy9YT6JzM9wV-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =10x10 =4x6 =10x10 =4x6 =4x6 =10x10 =4x6 =4x12 =10x10 =4x9 =MT18HS 7x10 29 30 31 14 19 20 21 13 12 2311 24 2526 10 27 28 9 8 22 1 7 1815 2 6 16 17354 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 = 1:46.5 Plate Offsets (X, Y):[7:0-0-0,0-0-0], [8:Edge,0-5-8], [9:0-3-8,0-5-0], [13:0-3-8,0-5-0] 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)-0.05 10-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(TL)-0.13 10-12 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.80 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 (size)8=0-5-9, 14=0-6-7 Max Uplift 8=-173 (LC 6), 14=-211 (LC 6) Max Grav 8=7904 (LC 11), 14=6620 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-7383/325, 2-15=-7314/326, 2-16=-7213/377, 3-16=-7182/385, 3-4=-6922/377, 4-5=-6935/377, 5-17=-7194/384, 6-17=-7225/377, 6-18=-7428/324, 7-18=-7497/323, 1-14=-5201/255, 7-8=-5298/252 BOT CHORD 14-19=-15/1218, 19-20=-15/1218, 20-21=-15/1218, 13-21=-15/1218, 13-22=-207/6449, 12-22=-207/6449, 12-23=-234/6505, 11-23=-234/6505, 11-24=-234/6505, 24-25=-234/6505, 25-26=-234/6505, 10-26=-234/6505, 10-27=-205/6558, 27-28=-205/6558, 9-28=-205/6558, 9-29=-20/1181, 29-30=-20/1181, 30-31=-20/1181, 8-31=-20/1181 WEBS 1-13=-206/5459, 2-13=0/527, 2-12=-59/600, 3-12=-11/1296, 4-12=-18/831, 4-10=-17/865, 5-10=-11/1295, 6-10=-62/421, 6-9=0/729, 7-9=-198/5603 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 bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint 14 and 173 lb uplift at joint 8. 9)Hanger(s) or other connection device(s) shall be provided 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, 108 lb down and 42 lb up at 6-11-14, 107 lb down and 11 lb up at 8-11-4, 108 lb down and 42 lb up at 10-10-10, 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, 1258 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, 83 lb down and 62 lb up at 7-11-9, 46 lb down and 73 lb up at 8-11-4, 1447 lb down at 9-7-5, 83 lb down and 62 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 Job Truss Truss Type Qty Ply WF47 S I43118214K7Roof Special Girder 1 3WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:20 Page: 1 ID:Y7e6kTJ4EHf6xuRDM_OhzHzLqeV-Mock Me Continued on page 2 October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 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 (F), 4=-6 (F), 5=0 (F), 11=-83 (F), 13=3 (F), 12=-3 (F), 10=-3 (F), 9=3 (F), 8=-1460 (B), 15=30 (F), 18=30 (F), 19=-1262 (B), 20=5 (F), 21=-1258 (B), 22=-1486 (F=-38, B=-1447), 23=-1447 (B), 24=-10 (F), 25=-1447 (B), 26=-83 (F), 27=-1447 (B), 28=-38 (F), 29=-1450 (B), 30=5 (F), 31=-1450 (B) Job Truss Truss Type Qty Ply WF47 S I43118214K7Roof Special Girder 1 3WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:20 Page: 2 ID:Y7e6kTJ4EHf6xuRDM_OhzHzLqeV-Mock Me 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 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 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 bearing surface 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 WF47 S I43118215L05Lay-In Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:21 Page: 1 ID:OhiFcrjsRmyEW9SaetFCl3zMBKT-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 SPF No.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 WF47 S I43118216L06Lay-In Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:21 Page: 1 ID:ze9zBxdqbiXY8e3TWV0jozzMBFR-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 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)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 WF47 S I43118217L07Lay-In Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:22 Page: 1 ID:YJ2kYOGHaDqc3oMUp5OaRUzMBiI-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6 8 5910 4 11 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 SPF No.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 WF47 S I43118218L08Lay-In Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:22 Page: 1 ID:OhiFcrjsRmyEW9SaetFCl3zMBKT-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 SPF Stud/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 WF47 S I43118219L09Lay-In Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:22 Page: 1 ID:icXxMBA6Z_kjjXfX7LL0YwzMA57-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 38 37 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 34 -8-159-11-70-0-40-9-46-1-73-9-159-11-7Scale = 1:68 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 WF47 S I43118220L10Lay-In Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:23 Page: 1 ID:9Weu4DVcoUNiDoANkbnVCvzMA0q-Mock Me Continued on page 2 October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 bottom chord 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 WF47 S I43118220L10Lay-In Gable 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:23 Page: 2 ID:9Weu4DVcoUNiDoANkbnVCvzMA0q-Mock Me 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.97 12 16.97 12=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 WF47 S I43118221L11Lay-In Gable 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:23 Page: 1 ID:64_32PAAItm7m?jvpaFso0zMA_g-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =2x8 =3x4 5 4 1 2 3 0-8-6 -0-8-6 1-10 -5 1-10 -5 0-0-7 0-0-7 1-9-14 1-10-53-1-51-11-03-1-5Scale = 1:33.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 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-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 1-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=40/ Mechanical, 4=16/ Mechanical, 5=131/0-4-9 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) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 37 lb uplift at joint 4 and 59 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118222M01Jack-Open 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 17:50:26 Page: 1 ID:_kAgOhwy7BRBuNWcy9WQGyzMBIw-qZplcrEpe4Jjue?Ogx2KCjQY5VBvHg_vePV7M5yVkBB October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =2x4 =3x6 =3x6 =2x4 7 10 11 6 5 1 2 8 9 3 4 2-1-6 -2-1-6 4-4-14 4-4-14 4-4-144-8-131-11-04-8-13Scale = 1:32.2 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)0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(TL)-0.04 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 6 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)6= Mechanical, 7=0-4-9 Max Horiz 7=86 (LC 4) Max Uplift 6=-86 (LC 4), 7=-184 (LC 4) Max Grav 6=165 (LC 8), 7=340 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-301/140, 1-2=0/122, 2-8=-81/38, 8-9=-66/32, 3-9=-48/78, 3-4=-17/0, 3-6=-109/22 BOT CHORD 7-10=-66/0, 10-11=-66/0, 6-11=-66/0, 5-6=0/0 WEBS 2-6=0/136 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 184 lb uplift at joint 7 and 86 lb uplift at joint 6. 7)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. 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, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=41 (B), 11=-1 (F) Job Truss Truss Type Qty Ply WF47 S I43118223M02Diagonal Hip Girder 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:24 Page: 1 ID:A7tFGGFWXoyDFgf_b20_OszMBIU-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 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 57 lb uplift at joint 3 and 53 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118224M03Jack-Open 4 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:25 Page: 1 ID:puYxel_ji1BKcIzlIQdqVDzMBIq-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 3-9-04-9-131-8-54-9-130-6-120-6-123-9-44-4-0Scale = 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=1123 (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 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)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 first diagonal 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 936 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 (B), 7=-936 (B) Job Truss Truss Type Qty Ply WF47 S I43118225M04Monopitch Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:25 Page: 1 ID:HTxlRCmMU?Tg_mlLtiJ8vvzMBKP-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =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 to bearing 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 WF47 S I43118226M05Jack-Open 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:25 Page: 1 ID:d9DDw6drJJyNYwr2AB5KQOzMBKb-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =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 WF47 S I43118227M06Jack-Open 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:26 Page: 1 ID:ZYKzLne5rwC4oE_QIc8oVozMBKZ-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =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 WF47 S I43118228PPiggyback91WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:26 Page: 1 ID:T54LDOBZ?fg2z2C7UN6PpuzMBWn-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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):[2:0-1-9,0-1-8], [4:0-2-0,Edge], [9:0-2-0,Edge], [11:0-1-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 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 WF47 S I43118229P01Piggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:26 Page: 1 ID:ifYZGDnBhBS_rzSOnbSkw_zM8ao-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118230P02Piggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:27 Page: 1 ID:3utttk2?WxEsUL8d3DrupdzM8aS-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118231P03Piggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:27 Page: 1 ID:iT7rzfPBgrtlTorBGpshUlzM8a?-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 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 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 WF47 S I43118232P04Piggyback101WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:27 Page: 1 ID:M8UWKpa1rf6_cimrSh6RwCzM8YU-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118233P05Piggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:28 Page: 1 ID:UvIsd4xrmtujCJ3cC_eT7XzM8Y0-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118234P06Piggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:28 Page: 1 ID:cg6BwKIgi5fTowMNyHBVLszM8XY-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118235P07Piggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:28 Page: 1 ID:CeUvQxg6PcZ40hDKHIEn6OzM8X3-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x9 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 1 112 17 1615 14 13 12 10 23 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], [5:0-4-8,0-0-15], [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 WF47 S I43118236P08Piggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:29 Page: 1 ID:ZtpE2SxvDNLyf4vYZwex?1zM8Wj-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x8 =3x4 =2x4 =1x4 =2x4 =1x4 =3x4 =4x6 =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], [3:0-2-0,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 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 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=-45 (LC 6), 10=-53 (LC 6) Max Grav 2=354 (LC 18), 7=526 (LC 18), 8=174 (LC 5), 10=401 (LC 17), 11=520 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-12=-270/87, 3-12=-114/136, 3-4=-135/81, 4-13=-115/80, 5-13=-115/80, 5-6=-113/80, 6-7=-281/140 BOT CHORD 2-11=-68/85, 10-11=-68/85, 9-10=-68/85, 7-9=-68/85, 7-8=0/0 WEBS 4-11=-398/51, 5-10=-445/20 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 45 lb uplift at joint 2 and 53 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 WF47 S I43118237P09Piggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:29 Page: 1 ID:RKP0eSZbjFwzxXywJ4T_L5zM8PS-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 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 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 WF47 S I43118238PDPiggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:30 Page: 1 ID:aQkC5DlZ3ReqbfnuY6c1t8zM8GB-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 WF47 S I43118239PEPiggyback11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:30 Page: 1 ID:LDleLm2EA7nH5VCiWsZvOPzM8Fo-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6.23 12 4.07 12 1.42 12 =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 WF47 S I43118240V01Roof Special 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:30 Page: 1 ID:ldQj_LfzN88HiIrgv8J51dzMBXT-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6.23 12 4.0712 1.42 12 =2x8 =3x4 =2x4 =2x4 =3x4 =3x4 =4x6 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x8 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 WF47 S I43118241V02Roof Special 1 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:31 Page: 1 ID:aWGYgbW4yllrtcVZmKdW4IzMBXe-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =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 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 20 lb uplift at joint 1 and 20 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118242V03Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:31 Page: 1 ID:O7Zzo0BVY9DpWIMA7R7yyOzMBY4-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =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 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 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 1 and 37 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118243V04Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:31 Page: 1 ID:HupUeNE0cOjF?vgyMHBu6EzMBY0-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =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 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 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 WF47 S I43118244V05Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:32 Page: 1 ID:1OI5kQjYJ4xbSEYYrIXjInzMBgQ-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =3x4 =2x4 =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 WF47 S I43118245V06Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:32 Page: 1 ID:nrgP8v_vReN5F0y0KhTft7zMBhM-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =3x4 =2x4 =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 WF47 S I43118246V07Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:32 Page: 1 ID:1MBo2sVNlyAmoh4Qrh6pgazMBYy-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =3x4 =2x4 =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 WF47 S I43118247V08Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:32 Page: 1 ID:YJ2kYOGHaDqc3oMUp5OaRUzMBiI-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =3x4 =2x4 =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 WF47 S I43118248V09Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:33 Page: 1 ID:wgUA1szDodyNMX_j3gokDbzMBYM-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =3x4 =2x4 31 2 1-0-0 2-0-0 1-0-0 1-0-0 2-0-01-0-00-8-8Scale = 1:26 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 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 WF47 S I43118249V10Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:33 Page: 1 ID:BLFrUhC8lgBKy1UX0YoPkQzMBiN-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118250VAValley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:33 Page: 1 ID:0E4hBw4ELIpu8K8Ptk5qo6zMBiY-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =2x4 =2x4 =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 1607.11.2 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 89 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118251VBValley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:33 Page: 1 ID:XVTSryeHaYOrRyzhKtzdtjzMBj5-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =2x4 =2x4 1 3 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 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 7 lb uplift at joint 1 and 11 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118252VCValley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:33 Page: 1 ID:BXgZnEb9m?mZLB4jXKNSAgzMBjA-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =2x4 =2x4 1 3 2 2-5-9 2-5-92-0-102-0-10Scale = 1:20.9 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 0.11 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 2-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-5-9, 3=2-5-9 Max Horiz 1=4 (LC 4) Max Uplift 1=-7 (LC 4), 3=-11 (LC 4) Max Grav 1=87 (LC 7), 3=85 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-29/29, 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 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 7 lb uplift at joint 1 and 11 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118253VDValley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:34 Page: 1 ID:E9YoNZZuEOWr5txLPvL_5FzMBjC-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =2x4 =2x4 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 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 5 lb uplift at joint 1 and 8 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118254VFValley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:34 Page: 1 ID:uBlvJrVmPsuY?62NdMlpOBzMBjH-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =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 1607.11.2 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 86 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118255VGValley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:34 Page: 1 ID:31Ne3oR?q07PHBbDG6eP8wzMBjN-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =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 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 5 lb uplift at joint 1 and 9 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118256VHValley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:35 Page: 1 ID:?3sGeQQxNWgBqRlGvAfxHQzMBkg-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =4x4 =4x5 5 4 1 2 3 2-1-6 -2-1-6 3-11-5 3-11-5 0-0-7 0-0-7 3-10 -13 3-11-54-5-41-11-04-5-4Scale = 1:31.9 Plate Offsets (X, Y):[2:0-2-8,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.02 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.49 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)-0.06 3 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 No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-13 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=202 (LC 4) Max Uplift 3=-71 (LC 4), 4=-13 (LC 4), 5=-33 (LC 4) Max Grav 3=133 (LC 8), 4=68 (LC 3), 5=369 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-311/91, 1-2=0/122, 2-3=-79/61 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 33 lb uplift at joint 5, 71 lb uplift at joint 3 and 13 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118257X01Jack-Open Girder 2 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:35 Page: 1 ID:b6SNsqXHdB4T?2xTwvnbKSyWAYo-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =1x4 =3x5 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-4-12 3-4-12 0-2-5 3-4-12 3-2-7 3-2-74-6-41-8-54-6-4Scale = 1:31.6 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 0.42 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)-0.02 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: 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 3-4-12 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=195 (LC 4) Max Uplift 3=-46 (LC 4), 4=-59 (LC 4) Max Grav 3=125 (LC 11), 4=65 (LC 3), 5=250 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/0, 1-2=0/96, 2-3=-75/70 BOT CHORD 4-5=-172/63 WEBS 2-4=-69/189 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 46 lb uplift at joint 3 and 59 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118258X02Jack-Open 8 1WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:35 Page: 1 ID:QXL4gioiCF_CFaCunEh_lIyWAYR-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x8 =4x6 =2x4 =3x8 =3x8 =6x6 =3x6 =2x4 13 12 11 10 24 25 26 9 8 22 23 71 62 417 1816 1915 20 2114 53 1-4-4 20-0-12 1-4-4 -1-4-4 2-7-4 18-8-8 2-7-4 2-7-4 6-9-0 9-4-4 6-9-0 16-1-4 2-9-0 18 -8-8 2-9-0 2-9-0 6-7-4 9-4-4 6-7-4 15-11-84-6-41-11-00-1-154-4-54-4-50-1-154-6-4Scale = 1:40.9 Plate Offsets (X, Y):[3:0-2-2,Edge], [5:0-2-2,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.02 10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.20 Vert(TL)-0.04 9-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.24 Horiz(TL)0.01 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-4,9-4:2x4 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 (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-3-8, 13=0-3-8 Max Uplift 8=-378 (LC 6), 13=-366 (LC 6) Max Grav 8=1349 (LC 25), 13=1334 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1138/341, 3-14=-898/280, 14-15=-899/280, 15-16=-900/280, 16-17=-903/280, 4-17=-904/280, 4-18=-915/289, 18-19=-912/289, 19-20=-912/289, 20-21=-910/289, 5-21=-910/289, 5-6=-1152/354, 6-7=0/129, 2-13=-1340/399, 6-8=-1356/413 BOT CHORD 12-13=-72/69, 11-12=-320/1799, 11-22=-320/1799, 22-23=-320/1799, 10-23=-320/1799, 10-24=-320/1799, 24-25=-320/1799, 25-26=-320/1799, 9-26=-320/1799, 8-9=-72/70 WEBS 3-12=-107/291, 4-12=-1108/253, 4-10=-81/363, 4-9=-1095/242, 5-9=-113/294, 2-12=-199/1057, 6-9=-211/1073 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 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 366 lb uplift at joint 13 and 378 lb uplift at joint 8. 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) 215 lb down and 32 lb up at 2-7-4, 102 lb down and 9 lb up at 4-8-3, 102 lb down and 9 lb up at 6-8-3, 102 lb down and 9 lb up at 8-8-3, 102 lb down and 9 lb up at 10-8-3, 102 lb down and 9 lb up at 12-8-3, and 102 lb down and 9 lb up at 14-8-3, and 215 lb down and 32 lb up at 16-1-4 on top chord, and 76 lb down and 66 lb up at 2-7-4, 41 lb down and 47 lb up at 4-8-3, 41 lb down and 47 lb up at 6-8-3, 41 lb down and 47 lb up at 8-8-3, 41 lb down and 47 lb up at 10-8-3, 41 lb down and 47 lb up at 12-8-3, and 41 lb down and 47 lb up at 14-8-3, and 76 lb down and 66 lb up at 16-0-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply WF47 S I43118259X03Common Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:36 Page: 1 ID:jtGj85u5YPsDbfEEhCJdYnyWAYK-Mock Me Continued on page 2 October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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: 3=-16 (B), 5=-16 (B), 11=-12 (B), 12=-18 (B), 9=-18 (B), 15=-14 (B), 16=-14 (B), 17=-14 (B), 18=-14 (B), 19=-14 (B), 20=-14 (B), 22=-12 (B), 23=-12 (B), 24=-12 (B), 25=-12 (B), 26=-12 (B) Job Truss Truss Type Qty Ply WF47 S I43118259X03Common Girder 1 2WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:36 Page: 2 ID:jtGj85u5YPsDbfEEhCJdYnyWAYK-Mock Me 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x4 =3x8 =5x6 =3x4 =3x4 =5x6 =3x8 =4x4 =2x4 12 11 10 9 8 71 62 4 1413 53 1-4-4 20-0-12 1-4-4 -1-4-4 4-11-12 9-4-4 4-11-12 14-4-0 4-4-8 18-8-8 4-4-8 4-4-8 4-2-12 18-8-8 4-2-12 4-2-12 10-3-0 14-5-126-3-81-11-00-1-156-1-96-1-90-1-156-3-8Scale = 1:47.2 Plate Offsets (X, Y):[2:0-1-0,0-1-12], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-1-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.22 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(TL)-0.56 9-11 >395 180 TCDL 10.0 Rep Stress Incr YES WB 0.48 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 94 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-11,4-9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-3-8, 12=0-3-8 Max Uplift 8=-101 (LC 6), 12=-101 (LC 6) Max Grav 8=1040 (LC 18), 12=1040 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-902/98, 3-13=-628/114, 4-13=-632/113, 4-14=-632/113, 5-14=-628/114, 5-6=-902/98, 6-7=0/129, 2-12=-1036/102, 6-8=-1036/102 BOT CHORD 11-12=-53/49, 10-11=0/916, 9-10=0/916, 8-9=-53/49 WEBS 3-11=0/263, 5-9=0/263, 2-11=0/700, 6-9=0/700, 4-11=-454/59, 4-9=-454/59 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)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 101 lb uplift at joint 12 and 101 lb uplift at joint 8. 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 WF47 S I43118260X04Hip11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:36 Page: 1 ID:FyDmVZ48nJtyW6SIdZcNB9yWAY4-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =6x7 =3x4 =3x4 =M18SHS 6x8 =M18SHS 6x8 =3x8 =6x7 =3x4 11 10 9 8 7 61 52 1512 13 143 4 1-4-4 -1-4-4 1-4-4 20 -0-12 6-7-8 12-8-0 6-0-8 18 -8-8 6-0-8 6-0-8 5-10-12 18-8-8 5-10-12 5-10-12 6-11-0 12-9-127-11-81-11-00-1-157-9-97-9-90-1-157-11-8Scale = 1:57.1 Plate Offsets (X, Y):[3:0-5-4,0-2-0], [4:0-5-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.04 8-9 >999 240 M18SHS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.31 Vert(TL)-0.11 8-9 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.24 Horiz(TL)0.01 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-2,8-5:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS (size)7=0-3-8, 11=0-3-8 Max Uplift 7=-97 (LC 6), 11=-97 (LC 6) Max Grav 7=1190 (LC 18), 11=1190 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-12=-946/73, 3-12=-700/118, 3-13=-582/147, 13-14=-582/147, 4-14=-582/147, 4-15=-700/118, 5-15=-946/73, 5-6=0/129, 2-11=-1132/127, 5-7=-1132/127 BOT CHORD 10-11=-6/214, 9-10=-6/214, 8-9=0/529, 7-8=-6/214 WEBS 3-9=-24/189, 3-8=-85/86, 4-8=-24/189, 2-9=0/548, 5-8=0/548 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)The Fabrication Tolerance at joint 2 = 12%, joint 5 = 12% 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 11 and 97 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 WF47 S I43118261X05Hip11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:37 Page: 1 ID:ytqYc_CPQO8XjfDDCfnjbGyWAXw-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x5 =5x9 =3x5 =3x4 =M18SHS 7x10 =M18SHS 8x10 =4x9 =5x9 =3x5 11 10 9 8 7 61 52 1512 13 143 4 1-4-4 20-0-12 1-4-4 -1-4-4 3-3-8 11-0-0 7-8-8 7-8-8 7-8-8 18 -8-8 3-7-0 11-1-12 7-6-12 7-6-12 7-6-12 18 -8-89-7-81-11-00-1-159-5-99-5-90-1-159-7-8Scale = 1:65.6 Plate Offsets (X, Y):[2:0-3-4,0-2-0], [3:0-2-2,Edge], [4:0-2-2,Edge], [5:0-3-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.06 9-11 >999 240 M18SHS 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(TL)-0.14 9-11 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.01 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 3-4:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-2,7-5:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 4-8 REACTIONS (size)7=0-3-8, 11=0-3-8 Max Uplift 7=-95 (LC 6), 11=-95 (LC 6) Max Grav 7=1338 (LC 18), 11=1338 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/136, 2-12=-1093/98, 3-12=-775/129, 3-13=-615/173, 13-14=-615/173, 4-14=-615/173, 4-15=-775/129, 5-15=-1093/98, 5-6=0/136, 2-11=-1255/143, 5-7=-1255/143 BOT CHORD 10-11=-8/349, 9-10=-8/349, 8-9=0/543, 7-8=-9/349 WEBS 3-9=0/174, 3-8=-136/137, 4-8=-64/188, 2-9=-12/252, 5-8=-10/253 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)The Fabrication Tolerance at joint 4 = 4% 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 95 lb uplift at joint 11 and 95 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 WF47 S I43118262X06Hip11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:37 Page: 1 ID:0mEDl6Opu?1P0yt6bJYEiQyWAXh-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x7 =4x4 =3x6 =4x4 =3x8 =4x4 =4x7 =3x6 9 8 7 6 51 2 4 3 4-8-0 4-8-0 4-8-4 9-4-4 4-8-4 14-0-8 4-8-0 18 -8-8 9-4-4 18-8-8 9-4-4 9-4-41-11-011-3-4Scale = 1:67.1 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 0.33 Vert(LL)-0.11 7-9 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.58 Vert(TL)-0.27 7-9 >832 180 TCDL 10.0 Rep Stress Incr YES WB 0.46 Horiz(TL)0.02 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-1,6-5:2x4 SPF-S 1650F 1.6E 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)6=0-3-8, 9=0-3-8 Max Uplift 6=-42 (LC 4), 9=-42 (LC 4) Max Grav 6=808 (LC 7), 9=808 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-367/118, 2-3=-681/168, 3-4=-681/168, 4-5=-367/118, 1-9=-352/103, 5-6=-352/103 BOT CHORD 8-9=0/408, 7-8=0/408, 6-7=0/408 WEBS 3-7=-130/515, 2-7=-207/155, 2-9=-469/0, 4-7=-207/155, 4-6=-469/0 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 6 and 42 lb uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118263X07Common21WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:37 Page: 1 ID:J69tDVTCF9vPM1vSVHAuUvyWAXa-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x4 =1x4 =1x4 =1x4 =4x4 =1x4 =1x4 =3x4 1 9 8 7 6 5 42 3 8-10-0 17-8-0 8-10-0 8-10-0 17-8-08-10-08-6-8Scale = 1:58.2 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 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horiz(TL)0.00 5 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 Stud/No.3 *Except* 9-5:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 7-3:2x4 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 3-7 REACTIONS (size)1=17-8-0, 5=17-8-0, 6=17-8-0, 7=17-8-0, 8=17-8-0 Max Uplift 6=-162 (LC 4), 8=-162 (LC 4) Max Grav 1=180 (LC 1), 5=181 (LC 1), 6=522 (LC 7), 7=201 (LC 1), 8=524 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-139/83, 2-3=-196/124, 3-4=-196/124, 4-5=-140/82 BOT CHORD 1-9=-74/112, 8-9=-74/112, 7-8=-74/112, 6-7=-74/112, 5-6=-74/112 WEBS 3-7=-143/5, 2-8=-395/200, 4-6=-392/199 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 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 8 and 162 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118264XV01Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:37 Page: 1 ID:EcbegV2poCA?p2Tz8DaSFEyWAZP-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =1x4 =1x4 =1x4 =4x4 =3x4 =1x4 =1x4 =3x4 1 9 87 6 5 42 3 7-2-0 14 -4-0 7-2-0 7-2-0 14 -4-07-2-06-10-8Scale = 1:50.5 Plate Offsets (X, Y):[7:0-1-8,0-1-8] 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 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-5:2x4 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 10-0-0 oc bracing. REACTIONS (size)1=14-4-0, 5=14-4-0, 6=14-4-0, 8=14-4-0, 9=14-4-0 Max Uplift 6=-129 (LC 4), 9=-129 (LC 4) Max Grav 1=129 (LC 1), 5=129 (LC 1), 6=398 (LC 7), 8=232 (LC 1), 9=398 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-116/46, 2-3=-184/98, 3-4=-184/98, 4-5=-115/47 BOT CHORD 1-9=-42/81, 8-9=-42/81, 7-8=-42/81, 6-7=-42/81, 5-6=-42/81 WEBS 3-8=-152/0, 2-9=-312/165, 4-6=-312/166 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 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 9 and 129 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118265XV02Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:38 Page: 1 ID:XD2iiiLt9aBbikIaYF04DHyWAZ1-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =1x4 =1x4 =4x5 =1x4 =1x4 =1x4 =3x4 1 8 7 6 5 42 3 5-6-0 11-0-0 5-6-0 5-6-0 11-0-05-6-05-2-8Scale = 1:42.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 37 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=11-0-0, 5=11-0-0, 6=11-0-0, 7=11-0-0, 8=11-0-0 Max Uplift 1=-42 (LC 5), 5=-42 (LC 5), 6=-121 (LC 4), 8=-121 (LC 4) Max Grav 1=62 (LC 4), 5=62 (LC 4), 6=355 (LC 7), 7=235 (LC 1), 8=355 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-90/60, 2-3=-172/74, 3-4=-172/74, 4-5=-90/60 BOT CHORD 1-8=-16/52, 7-8=-16/52, 6-7=-16/52, 5-6=-16/52 WEBS 3-7=-149/0, 2-8=-301/171, 4-6=-301/171 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 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 1, 42 lb uplift at joint 5, 121 lb uplift at joint 8 and 121 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118266XV03Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:38 Page: 1 ID:XD2iiiLt9aBbikIaYF04DHyWAZ1-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =4x4 =1x4 =2x4 1 4 3 2 3-10 -0 7-8-0 3-10 -0 3-10 -0 7-8-03-10-03-6-8Scale = 1:30.3 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 0.44 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 0.04 Horiz(TL)0.00 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 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=7-8-0, 3=7-8-0, 4=7-8-0 Max Uplift 1=-40 (LC 4), 3=-40 (LC 4) Max Grav 1=194 (LC 7), 3=194 (LC 7), 4=233 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-116/41, 2-3=-116/41 BOT CHORD 1-4=-10/37, 3-4=-10/37 WEBS 2-4=-146/28 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 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 40 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118267XV04Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:38 Page: 1 ID:XD2iiiLt9aBbikIaYF04DHyWAZ1-Mock Me October 8,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =4x4 =1x4 =2x4 1 4 3 2 2-2-0 4-4-0 2-2-0 2-2-0 4-4-02-2-01-10-8Scale = 1:23.6 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 0.11 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 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 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-4-0, 3=4-4-0, 4=4-4-0 Max Uplift 1=-23 (LC 4), 3=-23 (LC 4) Max Grav 1=101 (LC 7), 3=101 (LC 7), 4=122 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-61/23, 2-3=-61/23 BOT CHORD 1-4=-5/19, 3-4=-5/19 WEBS 2-4=-77/15 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 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 23 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF47 S I43118268XV05Valley11WF47 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Wed Oct 07 13:06:38 Page: 1 ID:XD2iiiLt9aBbikIaYF04DHyWAZ1-Mock Me October 8,2020 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/CFIELD FRAME DORMER FLOOR WITH 2x10x8'TO HANG BETWEEN TYPE "GC" GIRDERS.DORMER WALLS TO SET ON 2x10 DORMERFLOOR SYSTEM WITH GA & GB TRUSSESSETTING ON THE DORMER WALLS.(2) HHUS28-2(2) HUS26(2) HUS26HUS26HUS26(1) THJA26HHUS28-22x4 LedgerHatch LegendField frame Dormer floorL06L05L08L07L09L10L11L11C02D01K7A11AA10A09BA09AA07A07A07C01A01A02A03J1BJ1BJ1J1J3J3J3HJ3A D02D03G3G2G2G1G5GCGCE01E02E03E04E05E06M04EJK5K3K1K 3 K 5K4K2K 2 K 4 EKK6K6A05J3DJ1AJ3CJ3BJ1CJ1CJ1AJ3E J3GJ3FJ1DM 01J2J2J2J2J2J2J2GBPMBPMBPMBPMBPMBPPBPMBPNBPOGRBPI01BPI01BPI01BPI01BPI01BPI01BPJ01GBPJ01GBPK01BNL01BNJ01GB N J01GBOS01BOT01BOS01BOT01 BPM1X07X07X06X05X04X03X 01X02X01X02X02X02X02X02X02X02A11BA17A16A15A14A13A12J2AJ2J2P08P09BPLG3G2G2G1G5V01V02V04V03GAVCVBVAM 02M05M06M03VDVFVGVHV05V06V08V10V07V09XV01XV02XV03XV04XV05PEPDP07P06P05P04P04P02P03P01GB (3 )A08(4)A06(4)A04(2)J3(3)J3(2)J3(2)J3(4)D 0 2 (3 )D0 3 (2 ) P(4 )P(3 )P (2 ) D0 4 (2 )M03(3)P04(5)P04(3)G4(2)G4(2)22-03-009-006-11-003-09-003-09-002-01-082-01-081-10-088-00-002-00-098-00-002-01-001-11-0012-00-001-03-0714-00-005-00-0010-00-008-002-00-006-11-158-00-007-00-0020-05-0021-11-156-06-0010-10-0017-02-001-07-151-10-011-10-0020-00-0016-04-009-09-0022-03-002-00-009-04-006-06-146-00-004-00-0012-11-001-08-082-00-001-01-041-01-042-00-001-08-087-11-006-00-004-00-001-06-009-141-08-022-00-002-00-002-00-002-00-002-00-002-00-002-00-001-03-0832-04-1520-09-0817-02-0841-07-0018-08-0818-03-0711-05-15SHOP 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: 5913.22Hip Lines: 400.13Horizontal OH: 413.4Rake OH: 110.87Valley Lines: 204.03Ridge Lines: 108.26 ftSales Rep:WF47 SSubdivision:Order #:Job Name:10/6/2020Designer:Tony LintonDate:Model:Client:WATERFRONT OF WEST CLAYLot #:47Mick HammersleyHAWK BSHOOPMAN HOMESWF47 S