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Home My WebLink AboutGN010.0 - Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. September 28,2020 Fox, Steve Pages or sheets covered by this seal: I42966314 thru I42966431 My license renewal date for the state of Indiana is July 31, 2022. WF48 S WF48 S IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =4x6 =5x9 =5x6 =4x12 =4x9 =4x9 =3x8 =2x8 =2x4 =7x12 =3x8 =2x8 =10x10 =2x4 =2x8 =3x6 =4x6 =6x12 =4x6 =2x8 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):[3:0-4-8,0-0-13], [4:0-1-7,0-1-8], [15:0-3-0,0-5-0], [17:0-4-12,0-5-4] 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 0.76 Vert(LL)-0.44 16-17 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.85 Vert(TL)-0.86 16-17 >520 180 TCDL 10.0 Rep Stress Incr NO WB 0.90 Horiz(TL)0.48 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 468 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-9:2x4 SPF-S1650F 1.6E BOT CHORD 2x6 SPF No.2 *Except* 18-6,8-14:2x4 SPF Stud/No.3, 17-15:2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except*15-10,12-10,4-17,21-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-5 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=65 (LC 6) Max Uplift 12=-985 (LC 6), 22=-1106 (LC 6) Max Grav 12=3599 (LC 11), 22=3377 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-73/172, 3-23=-2467/883, 23-24=-2467/883, 24-25=-2470/884, 25-26=-2471/884, 4-26=-2474/884, 4-27=-10181/2779, 27-28=-10181/2779, 28-29=-10181/2779, 5-29=-10181/2779, 5-6=-10181/2779, 6-30=-10225/2773, 7-30=-10225/2773, 7-31=-8914/2352, 8-31=-8914/2352, 8-32=-8851/2350, 9-32=-8851/2350, 9-33=-8851/2350, 33-34=-8851/2350, 10-34=-8851/2350, 10-35=-46/86, 35-36=-46/86, 11-36=-46/86, 11-12=-321/101, 2-22=-272/180 BOT CHORD 22-37=-376/1308, 37-38=-376/1308, 21-38=-376/1308, 21-39=-1139/4037, 39-40=-1139/4037, 20-40=-1139/4037, 20-41=-1139/4037, 19-41=-1139/4037, 19-42=-51/164, 42-43=-51/164, 18-43=-51/164, 17-18=-68/206, 6-17=-688/243, 17-44=-2557/10819, 44-45=-2557/10819, 16-45=-2557/10819, 16-46=-2557/10819, 46-47=-2557/10819, 15-47=-2557/10819, 14-15=-33/168, 8-15=-687/239, 14-48=-37/127, 48-49=-37/127, 49-50=-37/127, 13-50=-37/127, 13-51=-720/2870, 51-52=-720/2870, 12-52=-720/2870 WEBS 13-15=-783/3145, 10-15=-1742/7063, 10-13=-1382/302, 10-12=-4255/1189, 7-15=-2288/433, 7-17=-740/0, 4-17=-1788/7321, 3-22=-3522/1011, 3-21=-891/2946, 4-21=-2937/771, 4-19=-1837/518, 17-19=-1122/3996, 7-16=-87/1196 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, 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 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 8)Provide adequate drainage to prevent water ponding. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Refer to girder(s) for truss to truss connections. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 985 lb uplift at joint 12 and 1106 lb uplift at joint 22. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply WF48 S I42966314A01Half Hip Girder 1 2WF48 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. Fri Sep 25 11:25:33 Page: 1 ID:mUE3eVW01HoAm21op?4ISlzLsCx-Mock Me Continued on page 2 September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 13)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 35 lb down and 17 lb up at 6-3-4, 146 lb down and 62 lb up at 7-4-6, 117 lb down and 53 lb up at 7-10-14, 117 lb down and 53 lb up at 9-10-14, 117 lb down and 53 lb up at 11-10-14, 117 lb down and 53 lb up at 13-10-14, 117 lb down and 53 lb up at 15-10-14, 117 lb down and 53 lb up at 17-10-14, 117 lb down and 53 lb up at 19-10-7, 271 lb down and 30 lb up at 21-8-7, 271 lb down and 30 lb up at 27-10-15, 117 lb down and 53 lb up at 29-9-0, 117 lb down and 53 lb up at 30-9-15, 117 lb down and 53 lb up at 32-9-15, 117 lb down and 53 lb up at 34-9-15, and 117 lb down and 53 lb up at 36-9-15, and 117 lb down and 53 lb up at 38-9-15 on top chord, and 129 lb down and 147 lb up at 7-4-6, 57 lb down and 48 lb up at 7-10-14, 57 lb down and 48 lb up at 9-10-14, 57 lb down and 48 lb up at 11-10-14, 57 lb down and 48 lb up at 13-10-14, 57 lb down and 48 lb up at 15-10-14, 57 lb down and 48 lb up at 17-10-14, 57 lb down and 48 lb up at 19-8-15, 118 lb down and 34 lb up at 21-8-7, 351 lb down and 36 lb up at 23-8-7, 289 lb down and 32 lb up at 24-9-11, 351 lb down and 36 lb up at 25-10-15, 118 lb down and 34 lb up at 27-10-15, 57 lb down and 48 lb up at 29-10-7, 57 lb down and 48 lb up at 30-9-15, 57 lb down and 48 lb up at 32-9-15, 57 lb down and 48 lb up at 34-9-15, and 57 lb down and 48 lb up at 36-9-15, and 57 lb down and 48 lb up at 38-9-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-11=-60, 18-22=-20, 15-17=-20, 12-14=-20 Concentrated Loads (lb) Vert: 3=-6 (B), 5=-89 (B), 18=-29 (B), 6=-89 (B), 15=-29 (B), 8=-89 (B), 16=-289 (B), 23=-118 (B), 24=-89 (B), 25=-89 (B), 26=-89 (B), 27=-89 (B), 28=-89 (B), 30=-243 (B), 31=-243 (B), 32=-89 (B), 33=-89 (B), 34=-89 (B), 35=-89 (B), 36=-89 (B), 37=-112 (B), 38=-29 (B), 39=-29 (B), 40=-29 (B), 41=-29 (B), 42=-29 (B), 43=-29 (B), 44=-118 (B), 45=-351 (B), 46=-351 (B), 47=-118 (B), 48=-29 (B), 49=-29 (B), 50=-29 (B), 51=-29 (B), 52=-29 (B) Job Truss Truss Type Qty Ply WF48 S I42966314A01Half Hip Girder 1 2WF48 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. Fri Sep 25 11:25:33 Page: 2 ID:mUE3eVW01HoAm21op?4ISlzLsCx-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =4x6 =3x10 =5x9 =3x6 =6x10 =5x6 =2x8 =2x4 =7x12 =3x6 =3x8 =2x4 =8x16 =2x4 =2x8 =3x6 =6x6 =6x10 =5x9 =2x8 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 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-4-8,0-0-13], [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 0.99 Vert(LL)-0.28 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.86 Vert(TL)-0.55 16-17 >808 180 TCDL 10.0 Rep Stress Incr YES WB 0.91 Horiz(TL)0.32 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 4-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-14 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=74 (LC 6) Max Uplift 12=-149 (LC 6), 22=-171 (LC 6) Max Grav 12=2121 (LC 11), 22=1900 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-1331/214, 3-23=-1851/254, 4-23=-1856/254, 4-24=-3289/317, 5-24=-3289/317, 5-6=-3293/315, 6-7=-3293/315, 7-8=-2803/267, 8-25=-2799/270, 9-25=-2799/270, 9-10=-2799/270, 10-11=-1181/188, 11-12=-2058/199, 2-22=-1858/202 BOT CHORD 21-22=-18/30, 20-21=0/1020, 19-20=0/1020, 18-19=0/41, 17-18=0/102, 5-17=-409/103, 16-17=-100/3237, 15-16=-100/3237, 14-15=0/101, 8-15=-417/109, 13-14=0/36, 12-13=0/101 WEBS 3-21=-826/41, 3-19=-87/1512, 4-17=-90/2030, 13-15=0/1304, 10-15=-116/2278, 10-13=-2300/168, 11-13=-152/2116, 2-21=0/1372, 7-15=-638/58, 7-17=-25/83, 7-16=0/231, 4-19=-2148/174, 17-19=-56/2066 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 149 lb uplift at joint 12 and 171 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 WF48 S I42966315A02Half Hip 1 1WF48 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. Fri Sep 25 11:25:35 Page: 1 ID:m6Pc2Ol?0dei?jqPnQvDbGzLsBL-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =6x8 =3x8 =3x8 =3x4 =3x4 =3x4 =3x6 =6x12 =2x4 =2x4 =3x6 =3x6 =6x8 =4x9 =3x6 14 13 12 19 18 17 16 15 1 2 3 5 21 6 7 8 9 10 11204 1-4-4 -1-4-4 3-9-0 7-5-10 3-8-11 3-8-11 6-2-10 19-10-14 6-2-10 13-8-4 11-9-7 31-8-5 5-8-11 37-5-0 5-6-13 31-8-5 5-8-11 37-5-0 7-7-6 7-7-6 9-2-3 16-9-9 9-3-15 26-1-810-11-01-8-510-8-143-0-00-2-23-0-07-8-1410-8-140-2-210-11-0Scale = 1:72.2 Plate Offsets (X, Y):[4:0-5-7,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 0.76 Vert(LL)-0.17 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.81 Vert(TL)-0.50 15-16 >887 180 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horiz(TL)0.20 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 216 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-15,3-18,3-19:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-15 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 10-13, 11-12, 3-19, 5-18, 6-15 WEBS 2 Rows at 1/3 pts 10-12 REACTIONS (size)12= Mechanical, 19=0-3-8 Max Horiz 19=11 (LC 6) Max Uplift 12=-146 (LC 6), 19=-167 (LC 6) Max Grav 12=2144 (LC 11), 19=1806 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-269/103, 3-4=-2021/217, 4-20=-1590/205, 5-20=-1595/205, 5-21=-2463/247, 6-21=-2463/247, 6-7=-2104/229, 7-8=-2104/229, 8-9=-2094/234, 9-10=-2094/234, 10-11=-18/128, 2-19=-470/137, 11-12=-283/86 BOT CHORD 18-19=-1/1297, 17-18=-12/2379, 16-17=-12/2379, 15-16=-21/2463, 14-15=0/91, 8-15=-425/126, 13-14=-33/0, 12-13=0/980 WEBS 4-18=-34/824, 13-15=0/1124, 10-15=-65/1893, 10-13=-434/0, 10-12=-2042/142, 3-18=0/412, 3-19=-1878/91, 5-16=0/333, 5-18=-1249/99, 6-16=-65/90, 6-15=-554/72 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)The Fabrication Tolerance at joint 4 = 8% 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 12 and 167 lb uplift at joint 19. 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 WF48 S I42966316A03Hip11WF48 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. Fri Sep 25 11:25:35 Page: 1 ID:gnL6sRF82P8FFdk2Ulc34CzLs9Q-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =3x8 =4x6 =5x6 =3x8 =3x6 =4x6 =3x4 =4x9 =4x6 =3x8 =3x4 =4x6 =4x9 =6x14 =2x4 =5x6 =5x9 =3x8 13 12 20 19 18 17 16 15 14 1 2 3 11 5 22 6 7 23 8 9214 10 1-4-4 -1-4-4 2-1-1 21-6-15 2-9-14 31-4-14 4-5-5 35-10-3 4-10-15 19-5-14 3-9-9 7-6-14 3-9-4 3-9-4 7-0-1 28-6-15 7-0-1 14-6-14 1-6-13 37-5-0 1-10-0 37-5-0 7-8-10 7-8-10 9-2-8 35-7-0 9-3-15 17-0-9 9-3-15 26-4-811-0-01-8-59-8-53-0-03-0-07-6-810-6-80-5-811-0-0Scale = 1:73.2 Plate Offsets (X, Y):[4:0-3-0,0-2-1], [10:0-3-0,0-2-1], [11:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.15 15-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.79 Vert(TL)-0.43 17-19 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.81 Horiz(TL)0.30 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 225 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 1-4,10-11:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 20-2:2x4 SPF-S 1650F 1.6E, 20-3,14-11,3-19,14-12:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-2 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 WEBS 2 Rows at 1/3 pts 8-14 REACTIONS (size)12= Mechanical, 20=0-3-8 Max Horiz 20=7 (LC 6) Max Uplift 12=-142 (LC 6), 20=-168 (LC 6) Max Grav 12=2087 (LC 17), 20=1825 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-277/103, 3-4=-2048/219, 4-21=-1593/207, 5-21=-1595/207, 5-22=-2466/249, 6-22=-2466/249, 6-7=-2466/249, 7-23=-2093/218, 8-23=-2093/218, 8-9=-460/104, 9-10=-460/104, 10-11=-496/180, 2-20=-479/138, 11-12=-2053/0 BOT CHORD 19-20=0/1322, 18-19=-8/2435, 17-18=-8/2435, 16-17=-10/2411, 15-16=-10/2411, 14-15=0/1891, 13-14=-129/0, 10-14=-179/110, 12-13=-54/2 WEBS 4-19=-29/822, 3-20=-1914/91, 11-14=0/1843, 3-19=-2/380, 5-17=0/284, 5-19=-1258/98, 7-17=0/124, 7-15=-598/106, 8-15=0/727, 8-14=-2092/178, 12-14=0/326 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 168 lb uplift at joint 20 and 142 lb uplift at joint 12. 10)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966317A04Piggyback Base 2 1WF48 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. Fri Sep 25 11:25:36 Page: 1 ID:t8qO_yr0PTElYfgMaPzUHXzLs63-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x9 =4x6 =3x6 =MT18HS 7x10 =3x4 =3x6 =4x9 =2x4 =3x6 =3x6 =2x4 =4x9 =6x8 =6x8 =4x6 =2x8 18 17 16 15 14 13 12 11 1 192 20 3 104 9524216782223 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 4-1-6 37-5-0 7-8-12 33-3-10 7-8-12 25-6-14 7-8-12 17-10-2 10-1-6 10-1-61-8-56-8-510-0-0Scale = 1:67.6 Plate Offsets (X, Y):[5:0-6-12,0-1-12], [9:0-5-0,0-2-0], [10:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.17 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.69 Vert(TL)-0.44 17-18 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.86 Horiz(TL)0.10 11 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 218 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9:2x4 SP2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-2:2x4 SP 2400F 2.0E, 18-3,11-10:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-5 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 6-15, 9-12, 3-18, 10-11 WEBS 2 Rows at 1/3 pts 8-12 REACTIONS (size)11= Mechanical, 18=0-3-8 Max Horiz 18=80 (LC 6) Max Uplift 11=-132 (LC 6), 18=-166 (LC 6) Max Grav 11=2009 (LC 17), 18=1810 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=0/76, 2-19=0/96, 2-20=-492/77, 3-20=-349/95, 3-4=-1997/207, 4-5=-1908/243, 5-21=-2089/269, 6-21=-2087/269, 6-22=-2087/269, 22-23=-2087/269, 7-23=-2087/269, 7-8=-2087/269, 8-24=-821/183, 9-24=-822/183, 9-10=-1038/193, 2-18=-587/138, 10-11=-1988/162 BOT CHORD 17-18=-69/1364, 16-17=0/1534, 15-16=0/1534, 14-15=0/1850, 13-14=0/1850, 12-13=0/1850, 11-12=-7/77 WEBS 5-17=0/325, 5-15=-53/878, 6-15=-832/151, 8-15=-30/381, 8-13=0/322, 8-12=-1653/107, 9-12=-10/225, 3-18=-1756/118, 10-12=-17/1582, 3-17=-208/244 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 18 and 132 lb uplift at joint 11. 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 WF48 S I42966318A05Piggyback Base 1 1WF48 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. Fri Sep 25 11:25:36 Page: 1 ID:jwMDfu9l_fqQWFw7v4vpfJzLs4N-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x9 =4x6 =3x6 =MT18HS 7x10 =3x4 =3x6 =4x9 =2x4 =3x6 =2x4 =4x9 =3x6 =4x12 =6x8 =6x6 =2x8 18 17 16 15 14 13 12 11 1 192 20 103 4 5 924216222378 1-4-4 -1-4-4 4-11-15 9-11-10 7-0-15 24-3-4 7-2-11 31-5-15 7-2-11 17-2-5 4-11-11 4-11-11 5-11-1 37-5-0 6-0-13 37-5-0 7-0-15 31-4-3 7-0-15 24-3-4 7-0-15 17-2-5 10-1-6 10-1-61-8-55-0-1210-0-0Scale = 1:67.7 Plate Offsets (X, Y):[5:0-6-12,0-1-12], [9:0-4-12,0-1-12] 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 0.93 Vert(LL)-0.18 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.75 Vert(TL)-0.46 17-18 >976 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.94 Horiz(TL)0.10 11 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 208 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 2-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-15, 8-12, 3-18, 10-11 REACTIONS (size)11= Mechanical, 18=0-3-8 Max Horiz 18=72 (LC 6) Max Uplift 11=-127 (LC 6), 18=-166 (LC 6) Max Grav 11=1931 (LC 17), 18=1831 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=0/76, 2-19=0/96, 2-20=-492/74, 3-20=-353/93, 3-4=-2022/209, 4-5=-1938/244, 5-21=-2110/268, 6-21=-2109/269, 6-22=-2109/269, 22-23=-2109/269, 7-23=-2109/269, 7-8=-2109/269, 8-24=-1122/209, 9-24=-1123/208, 9-10=-1466/200, 2-18=-586/136, 10-11=-1879/160 BOT CHORD 17-18=-62/1386, 16-17=0/1553, 15-16=0/1553, 14-15=0/1966, 13-14=0/1966, 12-13=0/1966, 11-12=0/67 WEBS 5-17=-3/321, 5-15=-55/930, 6-15=-809/139, 8-15=-21/243, 8-14=0/291, 8-12=-1433/81, 9-12=0/384, 3-18=-1788/123, 10-12=0/1435, 3-17=-209/241 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 18 and 127 lb uplift at joint 11. 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 WF48 S I42966319A06Piggyback Base 4 1WF48 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. Fri Sep 25 11:25:36 Page: 1 ID:Rw3i0Z5hcdfMsFu6UTJ6qmzLs39-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x7 =4x4 =3x6 =7x10 =3x4 =3x6 =4x9 =1.5x4 =3x6 =1.5x4 =4x9 =3x6 =4x10 =6x8 =6x6 =3x4 18 17 16 15 14 13 12 11 1 192 20 103 4 9524216222378 1-4-4 -1-4-4 4-11-15 9-11-10 7-0-15 24-3-4 7-2-11 31-5-15 7-2-11 17-2-5 4-11-11 4-11-11 5-11-1 37-5-0 6-0-13 37-5-0 7-0-15 31-4-3 7-0-15 17-2-5 7-0-15 24-3-4 10-1-6 10-1-61-8-55-0-1210-0-0Scale = 1:67.7 Plate Offsets (X, Y):[5:0-6-12,0-1-12], [9:0-4-12,0-1-12] 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 0.93 Vert(LL)-0.18 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.75 Vert(TL)-0.46 17-18 >976 180 TCDL 10.0 Rep Stress Incr YES WB 0.94 Horiz(TL)0.10 11 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 208 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 2-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-15, 8-12, 3-18, 10-11 REACTIONS (size)11= Mechanical, 18=0-5-8 Max Horiz 18=72 (LC 6) Max Uplift 11=-127 (LC 6), 18=-166 (LC 6) Max Grav 11=1931 (LC 17), 18=1831 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=0/76, 2-19=0/96, 2-20=-492/74, 3-20=-353/93, 3-4=-2022/209, 4-5=-1938/244, 5-21=-2110/268, 6-21=-2109/269, 6-22=-2109/269, 22-23=-2109/269, 7-23=-2109/269, 7-8=-2109/269, 8-24=-1122/209, 9-24=-1123/208, 9-10=-1466/200, 2-18=-586/136, 10-11=-1879/160 BOT CHORD 17-18=-62/1386, 16-17=0/1553, 15-16=0/1553, 14-15=0/1966, 13-14=0/1966, 12-13=0/1966, 11-12=0/67 WEBS 5-17=-3/321, 5-15=-55/930, 6-15=-809/139, 8-15=-21/243, 8-14=0/291, 8-12=-1433/81, 9-12=0/384, 3-18=-1788/123, 10-12=0/1435, 3-17=-209/241 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 166 lb uplift at joint 18 and 127 lb uplift at joint 11. 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 WF48 S I42966320A07Piggyback Base 3 1WF48 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. Fri Sep 25 11:25:37 Page: 1 ID:94ykwNbmXPIPoDHzY4EfICzLrhG-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x7 =3x6 =4x4 =7x10 =3x4 =3x6 =4x9 =1.5x4 =3x6 =1.5x4 =4x9 =3x6 =5x9 =6x8 =5x6 =4x9 =4x5 =3x6 =4x5 =3x4 15 14 1323 22 21 20 19 18 17 16 1 12 31242 25 30311 10 4 5 926296272878 1-4-4 -1-4-4 1-4-4 44-0-4 4-11-15 9-11-10 7-0-15 24-3-4 7-2-11 31-5-15 7-2-11 17-2-5 4-11-11 4-11-11 11-2-1 42-8-0 0-2-4 37-5-8 5-2-8 42-8-0 5-11-1 37-3-4 7-0-15 31-4-3 7-0-15 24-3-4 7-0-15 17-2-5 10-1-6 10-1-611-0-01-8-51-0-010-0-01-0-0Scale = 1:80 Plate Offsets (X, Y):[5:0-6-12,0-1-12], [9:0-4-12,0-1-12], [12:0-2-0,0-1-12] 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 0.93 Vert(LL)-0.18 22-23 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.75 Vert(TL)-0.46 22-23 >984 180 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horiz(TL)0.10 16 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 231 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-15:2x4 SPF Stud/ No.3, 18-16:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 23-2:2x4 SP 2400F 2.0E, 23-4,14-12,15-12:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,14-15. 1 Row at midpt 10-16 WEBS 1 Row at midpt 5-22, 6-20, 8-17, 4-23 REACTIONS (size)14=0-8-0, 16=0-3-8, 23=0-5-8 Max Horiz 23=-29 (LC 6) Max Uplift 14=-149 (LC 6), 16=-40 (LC 6), 23=-179 (LC 6) Max Grav 14=276 (LC 18), 16=2245 (LC 17), 23=1830 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=0/76, 2-24=0/96, 2-25=-494/70, 3-25=-372/74, 3-4=-354/93, 4-5=-2019/261, 5-26=-2101/291, 6-26=-2100/291, 6-27=-2100/291, 27-28=-2100/291, 7-28=-2100/291, 7-8=-2100/291,8-29=-1103/249, 9-29=-1105/249,9-10=-1449/251, 10-11=0/259, 11-30=0/195,30-31=0/187, 12-31=-76/143, 12-13=0/96,2-23=-587/136, 12-14=-220/175 BOT CHORD 22-23=0/1380, 21-22=0/1548, 20-21=0/1548, 19-20=0/1953, 18-19=0/1953, 17-18=0/1953, 16-17=-159/41, 15-16=0/133, 10-16=-2078/103, 14-15=-14/99 WEBS 5-22=-3/320, 5-20=-71/923, 6-20=-810/139, 8-20=-5/249, 8-19=0/291, 8-17=-1443/66, 9-17=-18/370, 10-17=0/1558, 4-23=-1779/139, 12-15=-211/8, 4-22=-209/241 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 149 lb uplift at joint 14, 179 lb uplift at joint 23 and 40 lb uplift at joint 16. 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 WF48 S I42966321A08Piggyback Base 4 1WF48 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. Fri Sep 25 11:25:37 Page: 1 ID:ceLDNKK8qcNpdVbuk?d?j0zLqsg-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =5x9 =3x4 =4x6 =MT18HS 7x10 =3x4 =3x4 =3x8 =2x4 =3x4 =3x4 =2x4 =4x9 =3x4 =6x8 =5x9 =3x4 17 16 15 14 13 12 11 1 202 3 21 4 18 19 10 5 22 6 23 24 7 8 9 1-4-4 -1-4-4 1-2-9 32-8-7 4-11-15 9-11-10 7-0-15 24-3-4 7-2-11 17-2-5 7-2-11 31-5-15 4-11-11 4-11-11 0-3-8 32-8-7 7-0-15 24-3-4 7-0-15 17-2-5 8-1-11 32-4-15 10-1-6 10-1-61-8-53-0-1210-0-05-11-2Scale = 1:71 Plate Offsets (X, Y):[5:0-6-8,0-1-8], [9:0-2-0,0-1-13], [10:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.18 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.86 Vert(TL)-0.46 16-17 >839 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.87 Horiz(TL)0.50 19 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 190 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-9:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-8:2x4 SPF-S 1650F 1.6E, 17-4:2x4 SPF Stud/No.3, 11-10:2x4 SP 2400F 2.0E OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-3 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-14, 8-11, 4-17, 10-19 REACTIONS (size)17=0-5-8, 19=0-3-8 Max Horiz 17=168 (LC 6) Max Uplift 17=-127 (LC 6), 19=-140 (LC 6) Max Grav 17=1657 (LC 18), 19=1934 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=0/76, 2-20=0/96, 2-3=-474/73, 3-21=-339/75, 4-21=-333/92, 4-5=-1678/193, 5-22=-1647/200, 6-22=-1645/200, 6-23=-1646/201, 23-24=-1646/201, 7-24=-1646/201, 7-8=-1646/201, 8-9=-112/69, 9-10=-325/96, 2-17=-573/135, 11-19=-59/1571, 10-19=-59/1571 BOT CHORD 16-17=-124/1155, 15-16=-33/1287, 14-15=-33/1287, 13-14=0/1321, 12-13=0/1321, 11-12=0/1321 WEBS 5-16=0/347, 5-14=-7/600, 6-14=-789/137, 8-14=-65/551, 8-12=0/314, 8-11=-1902/147, 4-17=-1459/72, 4-16=-243/189, 10-19=-1946/141 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 127 lb uplift at joint 17 and 140 lb uplift at joint 19. 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 WF48 S I42966322A09APiggyback Base 1 1WF48 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. Fri Sep 25 11:25:37 Page: 1 ID:tLBJWLi5gq4?8daZDA8zfLzLqpc-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x7 =3x4 =4x4 =3x4 =6x8 =3x4 =6x10 =6x6 =3x5 =2x4 =2x4 =8x10 =4x6 =6x10 =5x6 =4x5 =3x4 19 18 17 16 15 1 202 3 21 4 14 13 12 11 105226789 1-4-4 -1-4-4 1-2-9 32-8-7 4-11-0 31-5-15 5-10-2 15-9-12 4-11-15 9-11-10 4-11-11 4-11-11 10-9-2 26-6-15 1-4-5 32-8-7 5-8-6 15-9-12 5-10-2 21-7-14 9-8-5 31-4-3 10-1-6 10-1-61-8-53-0-125-11-210-0-0Scale = 1:69.1 Plate Offsets (X, Y):[5:0-4-8,0-1-8], [10:0-4-0,0-1-12], [11:0-1-12,0-1-8], [14:0-4-4,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 0.78 Vert(LL)-0.25 15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.83 Vert(TL)-0.58 13-14 >665 180 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horiz(TL)0.23 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 184 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-11:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-10,19-4,12-11,13-11,9-14,9-13:2x4 SPF Stud/No.3, 19-2:2x4 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-1 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 4-19, 9-13 REACTIONS (size)12=0-3-8, 19=0-5-8 Max Horiz 19=234 (LC 6) Max Uplift 12=-136 (LC 6), 19=-133 (LC 6) Max Grav 12=1938 (LC 17), 19=1657 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=0/76, 2-20=0/96, 2-3=-485/68, 3-21=-351/68, 4-21=-345/87, 4-5=-1667/201, 5-22=-1611/210, 6-22=-1609/210, 6-7=-3757/339, 7-8=-3757/339, 8-9=-3801/319, 9-10=-692/75, 10-11=-807/76, 2-19=-580/131, 11-12=-2023/67 BOT CHORD 18-19=-195/1156, 17-18=-195/1156, 16-17=-103/1267, 15-16=-3/12, 14-15=0/107, 8-14=-519/105, 13-14=-162/2586, 12-13=-2/31 WEBS 5-17=0/339, 5-16=-18/664, 6-16=-2131/192, 14-16=-157/2306, 6-14=-154/2577, 10-13=0/232, 4-19=-1465/85, 11-13=-21/1718, 4-17=-249/158, 9-14=-73/1517, 9-13=-2417/236 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 136 lb uplift at joint 12 and 133 lb uplift at joint 19. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966323A09BPiggyback Base 1 1WF48 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. Fri Sep 25 11:25:38 Page: 1 ID:tLBJWLi5gq4?8daZDA8zfLzLqpc-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =5x9 =4x6 =3x4 =6x8 =3x4 =3x4 =6x10 =6x6 =2x4 =5x6 =7x12 =3x6 =2x4 =2x4 =4x6 =6x10 =5x6 =5x6 =2x8 19 18 17 16 15 1 222 23 3 14 13 12 4 11 5 1024625789 1-4-4 -1-4-4 1-2-9 32-8-7 4-11-0 31-5-15 5-10-2 15-9-12 4-11-15 9-11-10 4-11-11 4-11-11 10-9-2 26-6-15 1-4-5 32-8-7 1-9-10 11-11-0 1-10-4 23-6-2 3-10-12 15-9-12 5-10-2 21-7-14 0-1-12 23-7-14 7-8-5 31-4-3 10-1-6 10-1-61-8-53-0-125-11-210-0-0Scale = 1:78.3 Plate Offsets (X, Y):[5:0-4-8,0-1-8], [10:0-4-0,0-1-12], [11:0-2-8,0-2-4], [14:0-5-0,0-2-12], [15:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.25 15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.83 Vert(TL)-0.58 13-14 >665 180 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horiz(TL)0.23 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 192 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-11:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 *Except* 15-20:2x4 SPF Stud/ No.3 WEBS 2x4 SPF No.2 *Except*13-10,12-11,13-11,9-14,9-13,20-21,19-3:2x4SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-15 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-15 WEBS 1 Row at midpt 9-13, 3-19, 6-16 REACTIONS (size)12=0-3-8, 19=0-5-8 Max Horiz 19=234 (LC 6) Max Uplift 12=-136 (LC 6), 19=-133 (LC 6) Max Grav 12=1943 (LC 15), 19=1657 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=0/76, 2-22=0/96, 2-23=-474/69, 3-23=-328/88, 3-4=-1672/165, 4-5=-1588/201, 5-24=-1616/210, 6-24=-1614/210, 6-25=-3773/339, 7-25=-3773/339, 7-8=-3816/319, 8-9=-3816/319, 9-10=-694/75, 10-11=-809/76, 2-19=-571/132, 11-12=-2028/67 BOT CHORD 18-19=-196/1159, 17-18=-103/1271, 16-17=-103/1271, 15-16=-3/12, 14-15=0/107, 7-14=-526/105, 13-14=-162/2593, 12-13=-2/31 WEBS 14-16=-157/2313, 6-14=-154/2590, 10-13=0/232, 11-13=-21/1722, 5-18=0/340, 9-14=-73/1526, 9-13=-2424/236, 3-19=-1477/84, 3-18=-249/159, 6-16=-2140/192, 5-16=-19/667 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 136 lb uplift at joint 12 and 133 lb uplift at joint 19. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966324A10Piggyback Base 1 1WF48 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. Fri Sep 25 11:25:38 Page: 1 ID:x?3zhMIJZzcpPDA64QvXi3zLqh6-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x9 =4x6 =3x4 =6x8 =3x4 =3x4 =4x9 =4x9 =3x6 =2x4 =5x6 =6x10 =2x4 =2x4 =4x6 =8x8 =5x6 =5x6 =2x8 19 18 17 16 15 1 222 23 3 14 13 12 4 11 1052462526789 1-4-4 -1-4-4 4-0-0 31-5-15 0-11-0 32-4-15 6-9-3 16-8-13 4-11-15 9-11-10 4-11-11 4-11-11 10-9-2 27-5-15 1-0-12 32-4-15 1-9-10 11-11-0 1-10-4 25-4-4 4-9-13 16-8-13 0-1-12 25-6-0 6-9-3 23-6-0 5-10-3 31-4-3 10-1-6 10-1-61-8-53-3-115-11-210-0-0Scale = 1:78.3 Plate Offsets (X, Y):[5:0-4-12,0-1-8], [6:0-3-8,0-2-0], [10:0-4-4,0-2-0], [11:0-2-12,0-2-0], [14:0-2-8,Edge], [15:0-3-0,0-3-0], [16:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL)-0.20 15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.70 Vert(TL)-0.48 18-19 >799 180 TCDL 10.0 Rep Stress Incr YES WB 0.81 Horiz(TL)0.17 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 193 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-11:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-20:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 18-5,14-16,14-6,3-18,16-5,6-16:2x4 SPF No.2, 19-2:2x4 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-15 WEBS 1 Row at midpt 3-19, 9-13, 5-16, 6-16 REACTIONS (size)12= Mechanical, 19=0-5-8 Max Horiz 19=235 (LC 6) Max Uplift 12=-136 (LC 6), 19=-131 (LC 6) Max Grav 12=1952 (LC 17), 19=1647 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=0/76, 2-22=0/96, 2-23=-482/70, 3-23=-341/89, 3-4=-1651/163, 4-5=-1567/199, 5-24=-1616/207, 6-24=-1615/208, 6-25=-3370/308, 25-26=-3370/308, 7-26=-3370/308, 7-8=-3370/308, 8-9=-3381/289, 9-10=-538/72, 10-11=-663/82, 2-19=-578/133, 11-12=-1950/78 BOT CHORD 18-19=-194/1144, 17-18=-103/1263, 16-17=-103/1263, 15-16=0/15, 14-15=0/124, 8-14=-563/106, 13-14=-119/2141, 12-13=0/53 WEBS 5-18=0/345, 14-16=-150/2148, 6-14=-115/2022, 10-13=-4/210, 3-19=-1441/81, 11-13=-21/1613, 3-18=-249/170, 9-14=-98/1679, 9-13=-2252/202, 5-16=-13/615, 6-16=-1813/188 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)The Fabrication Tolerance at joint 14 = 12% 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 136 lb uplift at joint 12 and 131 lb uplift at joint 19. 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 WF48 S I42966325A11APiggyback Base 1 1WF48 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. Fri Sep 25 11:25:39 Page: 1 ID:7EQbH4QAKBDmsBfq89eJp6zLrIz-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =5x9 =4x6 =3x4 =6x8 =3x4 =3x4 =4x9 =2x4 =3x6 =8x16 =MT18HS 8x14 =5x6 =MT18HS 9x14 =8x8 =6x10 =MT18HS 7x10 =5x6 =2x8 17 15 14 22 21 20 19 18 1 232 24 3 16 13 12 4 11 5 102562627789 0-11-0 32-4-15 1-4-4 -1-4-4 6-7-15 16-7-9 4-11-15 9-11-10 4-11-11 4-11-11 0-3-8 32-8-7 14-10-6 31-5-15 1-0-12 32-4-15 5-10-3 31-4-3 6-6-3 16-7-9 6-7-15 23-3-7 0-3-8 32-8-7 2-2-8 25-5-15 10-1-6 10-1-613-0-01-8-55-4-63-0-08-11-20-3-83-3-88-11-512-2-130-9-313-0-03-0-03-0-05-11-28-11-2Scale = 1:90.8 Plate Offsets (X, Y):[5:0-4-8,0-1-8], [10:0-6-8,0-1-8], [11:0-2-12,0-1-8], [13:0-2-12,0-3-0], [16:0-6-12,0-4-4] 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)-0.22 7-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.85 Vert(TL)-0.52 21-22 >740 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 1.00 Horiz(TL)0.31 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 246 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-17,15-9:2x4 SPF-S 1650F 1.6E, 17-14:2x10 SP No.2, 16-12:2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except*15-18,13-9,13-10,22-3,12-11,13-11:2x4 SPFStud/No.3, 18-16:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-4 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 2 Rows at 1/3 pts 7-18 6-0-0 oc bracing: 15-16 WEBS 1 Row at midpt 6-19, 7-19, 9-13, 3-22, 11-12 JOINTS 1 Brace at Jt(s): 7, 16 REACTIONS (size)12= Mechanical, 14=0-3-8, 22=0-5-8 Max Horiz 22=235 (LC 6) Max Uplift 22=-76 (LC 6) Max Grav 12=2344 (LC 23), 14=542 (LC 23), 22=1709 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=0/76, 2-23=0/96, 2-24=-475/67, 3-24=-339/87, 3-4=-1735/90, 4-5=-1652/126, 5-25=-1720/115, 6-25=-1719/115, 6-26=-1719/115, 26-27=-1719/115, 7-27=-1719/115, 7-8=-3080/0, 8-9=-3080/0, 9-10=-698/0, 10-11=-749/0, 2-22=-573/130, 11-12=-2512/0 BOT CHORD 21-22=-147/1199, 20-21=-47/1325, 19-20=-47/1325, 18-19=0/1472, 17-18=-29/592, 7-18=-3796/0, 15-17=-56/0, 14-15=0/0, 15-16=-594/188, 9-16=0/1266, 13-16=0/3196, 12-13=0/52 WEBS 5-21=0/338, 5-19=0/695, 6-19=-814/133, 7-19=-125/431, 15-18=0/111, 16-18=0/4679, 9-13=-2954/0, 10-13=-214/318, 3-22=-1532/10, 11-13=0/2265, 3-21=-237/181, 7-16=0/3593 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 22. 11)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. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-5=-60, 5-10=-60, 10-11=-60,18-22=-20, 15-17=-20, 14-15=-50 (F=-30),12-16=-50 (F=-30) 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, 2-5=-50, 5-10=-50, 10-11=-50, 18-22=-20, 15-17=-20, 14-15=-110 (F=-90), 12-16=-110 (F=-90) Job Truss Truss Type Qty Ply WF48 S I42966326A11BPiggyback Base 1 1WF48 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. Fri Sep 25 11:25:39 Page: 1 ID:AxZztMt781eM5hxJ5w3JCvzLr0J-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =5x9 =4x6 =3x4 =6x8 =3x4 =3x4 =2x4 =3x8 =3x4 =4x9 =3x6 =7x12 =5x6 =6x12 =6x6 =3x8 =2x4 15 12 11 20 19 18 17 161 212 22 3 14 13 4 5 23 246 7 8 9 10 1-4-4 -1-4-4 6-7-15 16-7-9 4-11-15 9-11-10 4-11-11 4-11-11 0-3-8 32-8-7 15-9-6 32-4-15 2-10-12 32-4-15 6-6-3 16-7-9 6-7-15 23-3-7 0-3-8 32-8-7 10-1-6 10-1-6 6-2-11 29-6-313-0-01-8-55-4-63-0-08-11-20-3-83-3-89-8-813-0-03-0-03-0-05-11-28-11-2Scale = 1:83.1 Plate Offsets (X, Y):[5:0-4-8,0-1-8], [16:0-7-12,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.19 19-20 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.78 Vert(TL)-0.48 19-20 >810 180 TCDL 10.0 Rep Stress Incr NO WB 0.56 Horiz(TL)0.07 11 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 234 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-11:2x10 SP No.2 WEBS 2x4 SPF No.2 *Except* 10-13,12-16,13-9,20-3,14-8:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-8 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-15. 1 Row at midpt 8-16 6-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 6-17, 9-13, 3-20 JOINTS 1 Brace at Jt(s): 10, 14 REACTIONS (size)11=0-3-8, 13= Mechanical, 20=0-5-8 Max Horiz 20=238 (LC 6) Max Uplift 20=-120 (LC 6) Max Grav 11=289 (LC 15), 13=2025 (LC 13), 20=1658 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=0/76, 2-21=0/96, 2-22=-473/70, 3-22=-336/89, 3-4=-1656/149, 4-5=-1572/184, 5-23=-1617/189, 6-23=-1616/190, 6-24=-1616/190, 7-24=-1616/190, 7-8=-1616/190, 8-9=-1433/70, 9-10=-37/43, 10-13=-128/26, 2-20=-571/132 BOT CHORD 19-20=-188/1146, 18-19=-95/1265, 17-18=-95/1265, 16-17=-60/1373, 15-16=0/135, 8-16=-1066/130, 12-15=-38/0, 11-12=0/0, 12-14=-59/184, 9-14=0/1236, 13-14=0/1395 WEBS 5-19=0/344, 5-17=-2/619, 6-17=-782/131, 8-17=-66/429, 12-16=0/47, 14-16=-81/1889, 9-13=-2241/29, 3-20=-1453/66, 3-19=-247/171, 8-14=0/175 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 120 lb uplift at joint 20. 10)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. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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, 2-5=-60, 5-10=-60, 16-20=-20, 12-15=-20, 11-12=-50 (F=-30), 13-14=-50 (F=-30) 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, 2-5=-50, 5-10=-50, 16-20=-20, 12-15=-20, 11-12=-110 (F=-90), 13-14=-110 (F=-90) Job Truss Truss Type Qty Ply WF48 S I42966327A12Piggyback Base 1 1WF48 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. Fri Sep 25 11:25:40 Page: 1 ID:n9QaIwPMdaZuhL4xq2JwxDzLrXB-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =5x9 =4x6 =3x4 =6x8 =3x4 =3x4 =2x4 =3x8 =3x8 =4x6 =3x6 =6x10 =MT18HS 6x12 =10x12 =6x6 =6x8 =3x6 =4x6 =4x6 =2x8 19 18 15 14 24 23 22 21 20 1 252 26 327 17 16 4 12 1311 10952867829 0-1-15 24-7-1 1-4-4 -1-4-4 1-3-8 25-10-10 6-6-6 32-4-15 6-7-15 16-7-9 4-11-15 9-11-10 4-11-11 4-11-11 7-9-9 24-5-2 0-3-8 32-8-7 2-5-6 25-8-14 2-10-12 32-4-15 6-6-3 16-7-9 6-7-15 23-3-7 0-3-8 32-8-7 3-9-5 29-6-3 10-1-6 10-1-613-0-01-8-55-4-63-0-08-11-20-2-20-3-83-3-88-3-1311-7-50-2-211-9-71-2-913-0-03-0-03-0-05-11-28-11-2Scale = 1:84.7 Plate Offsets (X, Y):[5:0-4-8,0-1-8], [9:0-10-0,0-1-12], [11:0-2-9,Edge], [17:0-2-8,0-1-12], [20:0-6-4,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.19 23-24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.78 Vert(TL)-0.50 23-24 >774 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.85 Horiz(TL)0.18 16 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 263 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 9-11:2x4 SP No.1 BOT CHORD 2x4 SPF No.2 *Except* 19-14:2x10 SP No.2 WEBS 2x4 SPF No.2 *Except* 13-16,16-12,24-3,11-17,20-18:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-6 max.): 5-9, 11-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19. 1 Row at midpt 8-20 6-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 6-21, 3-24, 11-18, 10-18 JOINTS 1 Brace at Jt(s): 13, 17 REACTIONS (size)14=0-3-8, 16= Mechanical, 24=0-5-8 Max Horiz 24=232 (LC 6) Max Uplift 24=-121 (LC 6) Max Grav 14=462 (LC 27), 16=1806 (LC 19), 24=1686 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=0/76, 2-25=0/96, 2-26=-475/70, 3-26=-336/89, 3-27=-1669/146, 4-27=-1668/150, 4-5=-1585/185, 5-28=-1641/191, 6-28=-1639/192, 6-7=-1640/192, 7-29=-1640/192, 8-29=-1640/192, 8-9=-1304/150, 9-10=-2169/177, 10-11=-1243/150, 11-12=-1917/58, 12-13=-82/24, 13-16=-178/26, 2-24=-572/132 BOT CHORD 23-24=-183/1155, 22-23=-89/1273, 21-22=-89/1273, 20-21=-52/1330, 19-20=-377/6, 8-20=-930/157, 18-19=-21/47, 15-18=-1/16, 14-15=0/0, 15-17=-679/103, 12-17=0/1069, 16-17=0/1890 WEBS 5-23=0/339, 5-21=-4/647, 6-21=-845/133, 8-21=-70/539, 12-16=-2353/28, 3-24=-1468/67, 3-23=-242/168, 11-18=-1502/102, 17-18=-89/2563, 11-17=0/1067, 9-20=-131/1985, 10-18=-1267/36, 18-20=-26/1721 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 24. 11)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. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-5=-60, 5-9=-60, 9-11=-60,11-13=-60, 20-24=-20, 15-19=-20, 14-15=-50(F=-30), 16-17=-50 (F=-30) 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, 2-5=-50, 5-9=-50, 9-11=-50, 11-13=-50, 20-24=-20, 15-19=-20, 14-15=-110 (F=-90), 16-17=-110 (F=-90) Job Truss Truss Type Qty Ply WF48 S I42966328A13Piggyback Base 1 1WF48 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. Fri Sep 25 11:25:40 Page: 1 ID:uH?xW6PAiI2s7e5E4eVlbWzLrlO-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x6 =3x8 =3x6 =3x4 =3x4 =3x4 =3x8 =10x12 =2x8 =3x6 =5x9 =8x8 =6x6 =3x6 13 12 22 11 18 17 16 15 14 1 2 19 10 3 9420215678 1-4-4 -1-4-4 3-9-9 7-6-14 5-5-1 18-5-0 5-5-1 12-11-15 3-9-4 3-9-4 8-4-15 26-9-15 5-10-9 32-8-7 2-10-2 26-8-3 6-0-5 32-8-7 7-8-10 7-8-10 7-11-13 15-8-7 8-1-9 23-10-011-0-01-8-56-1-33-0-08-0-03-0-0Scale = 1:68.8 Plate Offsets (X, Y):[9:0-4-12,0-1-12] 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 0.74 Vert(LL)-0.14 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)-0.35 14-15 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.72 Horiz(TL)0.18 11 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 218 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-11:2x10 SP No.2 WEBS 2x4 SPF No.2 *Except* 12-14,18-2,18-3,3-17:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-7 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-14 WEBS 1 Row at midpt 9-12, 3-18, 10-11, 5-17, 6-15, 6-14 REACTIONS (size)11=0-3-8, 18=0-5-8 Max Horiz 18=-7 (LC 6) Max Uplift 11=-3 (LC 6), 18=-144 (LC 6) Max Grav 11=1804 (LC 15), 18=1668 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-19=-261/72, 3-19=-213/97, 3-4=-1844/192, 4-20=-1428/185, 5-20=-1427/186, 5-6=-2085/202, 6-7=-1655/172, 7-8=-1655/172, 8-21=-1631/172, 9-21=-1633/172, 9-10=-1254/169, 2-18=-472/132, 10-11=-1719/110 BOT CHORD 17-18=0/1195, 16-17=0/2011, 15-16=0/2011, 14-15=0/2098, 13-14=-118/0, 8-14=-485/54, 12-13=-52/14, 12-22=0/63, 11-22=0/63 WEBS 4-17=-25/764, 12-14=0/1263, 9-14=0/2116, 9-12=-1469/0, 10-12=0/1244, 3-18=-1715/71, 3-17=-45/323, 5-15=0/224, 5-17=-1033/62, 6-15=-40/132, 6-14=-756/81 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 3 lb uplift at joint 11 and 144 lb uplift at joint 18. 9)Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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, 2-4=-60, 4-9=-60, 9-10=-60, 14-18=-20, 13-22=-20, 11-22=-50 (F=-30) 2)Dead + 0.75 Snow (balanced): Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-50, 2-4=-50, 4-9=-50, 9-10=-50, 14-18=-20, 13-22=-20, 11-22=-110 (F=-90) 3)Dead + 0.75 Snow (Unbal. Left): LumberIncrease=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-50, 2-4=-50, 4-21=-50, 9-21=-57,9-10=-29, 14-18=-20, 13-22=-20, 11-22=-110 (F=-90) 4)Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-29, 2-4=-29, 4-20=-62, 9-20=-50, 9-10=-50, 14-18=-20, 13-22=-20, 11-22=-110 (F=-90) 5)Dead + Uninhabitable Attic Without Storage: LumberIncrease=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-20, 2-4=-20, 4-9=-20, 9-10=-20, 14-18=-40, 13-22=-40, 11-22=-70 (F=-30) 6)Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply WF48 S I42966329A14Piggyback Base 1 1WF48 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. Fri Sep 25 11:25:40 Page: 1 ID:Oab?wCjw_43MVX7Z40WhbizLros-Mock Me Continued on page 2 September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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=32, 2-4=17, 4-9=20, 9-10=17, 14-18=-12,13-22=-12, 11-22=-42 (F=-30) Horz: 1-2=-44, 2-4=-29, 9-10=29, 2-18=-25, 10-11=25 Drag: 4-5=0, 8-9=0 7)Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-100, 2-4=-20, 4-9=-20, 9-10=-20, 14-18=-20, 13-22=-20, 11-22=-50 (F=-30) 8)Dead + Snow (Unbal. Left): Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 4-21=-60, 9-21=-70, 9-10=-32, 14-18=-20, 13-22=-20, 11-22=-50 (F=-30) 9)Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-32, 2-4=-32, 4-20=-77, 9-20=-60, 9-10=-60, 14-18=-20, 13-22=-20, 11-22=-50 (F=-30) 10)Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-2=-20, 2-4=-20, 4-9=-20, 9-10=-20, 14-18=-20, 13-22=-20, 11-22=-130 (F=-110) 11)3rd Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-29, 2-4=-29, 4-21=-50, 9-21=-57, 9-10=-29, 14-18=-20, 13-22=-20, 11-22=-110 (F=-90) 12)4th Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-50, 2-19=-50, 4-19=-78, 4-9=-29, 9-10=-29, 14-18=-20, 13-22=-20, 11-22=-110 (F=-90) 13)5th Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-29, 2-4=-29, 4-20=-62, 9-20=-50, 9-10=-29, 14-18=-20, 13-22=-20, 11-22=-110 (F=-90) 14)6th Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-29, 2-4=-29, 4-9=-29, 9-10=-80, 14-18=-20, 13-22=-20, 11-22=-110 (F=-90) 15)7th Unbal.Dead + Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-32, 2-4=-32, 4-9=-116, 9-10=-32, 14-18=-20, 13-22=-20, 11-22=-50 (F=-30) 16)8th Unbal.Dead + Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-116, 2-4=-116, 4-9=-32, 9-10=-116, 14-18=-20, 13-22=-20, 11-22=-50 (F=-30) 17)9th Unbal.Dead + Snow (Unbal. Left) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-32, 2-4=-32, 4-21=-60, 9-21=-70, 9-10=-32, 14-18=-20, 13-22=-20, 11-22=-50 (F=-30) 18)10th Unbal.Dead + Snow (Unbal. Left) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-19=-60, 4-19=-98, 4-9=-32, 9-10=-32, 14-18=-20, 13-22=-20, 11-22=-50 (F=-30) 19)11th Unbal.Dead + Snow (Unbal. Right) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-32, 2-4=-32, 4-20=-77, 9-20=-60, 9-10=-32, 14-18=-20, 13-22=-20, 11-22=-50 (F=-30) 20)12th Unbal.Dead + Snow (Unbal. Right) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-32, 2-4=-32, 4-9=-32, 9-10=-100, 14-18=-20, 13-22=-20, 11-22=-50 (F=-30) 21)13th Unbal.Dead + 0.75 Snow (balanced) + Parallel:Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-29, 2-4=-29, 4-9=-92, 9-10=-29,14-18=-20, 13-22=-20, 11-22=-110 (F=-90) 22)14th Unbal.Dead + 0.75 Snow (balanced) + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-92, 2-4=-92, 4-9=-29, 9-10=-92, 14-18=-20, 13-22=-20, 11-22=-110 (F=-90) Job Truss Truss Type Qty Ply WF48 S I42966329A14Piggyback Base 1 1WF48 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. Fri Sep 25 11:25:40 Page: 2 ID:Oab?wCjw_43MVX7Z40WhbizLros-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =3x8 =4x6 =3x4 =4x9 =3x4 =3x6 =6x8 =3x4 =3x4 =10x12 =2x4 =2x4 =8x8 =4x9 =5x6 =2x8 12 11 10 18 17 16 15 14 13 1 219 9 3 4 20 5 6 7 21 8 0-0-6 14-6-11 0-0-2 14-6-13 1-4-4 -1-4-4 4-7-0 19-1-13 3-9-1 7-5-10 3-8-10 3-8-10 7-0-11 14-6-5 7-8-2 26-9-15 5-10-9 32-8-7 3-1-10 26-11-11 4-8-3 23-10-0 5-7-3 12-11-2 5-8-13 32-8-7 6-2-12 19-1-13 7-3-14 7-3-1411-0-01-8-56-1-33-0-00-2-20-3-23-0-07-8-1410-8-140-2-210-11-00-1-011-0-0Scale = 1:71.5 Plate Offsets (X, Y):[4:0-4-8,0-0-13], [8:0-5-0,0-2-0], [9:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL)-0.13 14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.60 Vert(TL)-0.26 14-15 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.83 Horiz(TL)0.18 10 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 210 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-8:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-13,18-2,18-3,10-9,3-17:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-13 WEBS 1 Row at midpt 8-11, 3-18, 9-10, 6-13, 5-14 REACTIONS (size)10=0-3-8, 18=0-5-8 Max Horiz 18=-13 (LC 6) Max Uplift 10=-113 (LC 6), 18=-150 (LC 6) Max Grav 10=1697 (LC 15), 18=1667 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-19=-262/75, 3-19=-227/99, 3-4=-1825/201, 4-20=-2010/216, 5-20=-2009/217, 5-6=-2080/221, 6-7=-1630/195, 7-21=-1618/195, 8-21=-1616/196, 8-9=-1142/202, 2-18=-473/136, 9-10=-1642/152 BOT CHORD 17-18=0/1182, 16-17=0/1438, 15-16=0/1438, 14-15=0/2158, 13-14=0/2073, 12-13=0/27, 7-13=-445/43, 11-12=-2/25, 10-11=0/66 WEBS 4-17=-178/139, 11-13=0/1181, 8-13=0/2172, 8-11=-1603/0, 9-11=0/1190, 3-18=-1687/75, 3-17=-16/392, 6-13=-827/48, 5-15=-693/100, 4-15=-35/976, 6-14=0/267, 5-14=-165/38 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 113 lb uplift at joint 10 and 150 lb uplift at joint 18. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966330A15Piggyback Base 1 1WF48 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. Fri Sep 25 11:25:41 Page: 1 ID:Dm3aso?r83cKt?1sQu2?TAzLrwE-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x6 =3x8 =6x6 =3x6 =5x9 =3x10 =5x6 =4x9 =3x4 =10x12 =2x8 =2x4 =5x9 =8x8 =6x6 =2x8 12 11 10 18 17 16 15 14 13 1 2 9 19 24 3 20 21 4 5 8236227 1-4-4 -1-4-4 2-6-0 14-6-13 4-7-10 19-2-7 7-0-0 12-0-13 7-7-8 26-9-15 5-0-14 5-0-14 5-10-9 32-8-7 2-6-0 14-8-9 2-10-2 26-8-3 4-11-2 4-11-2 6-0-5 32-8-7 7-3-8 12-2-9 9-1-7 23-10-011-0-01-8-56-1-33-0-00-2-23-0-05-8-148-8-140-2-28-11-02-1-011-0-0Scale = 1:69.6 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-2-12,0-1-0], [4:0-5-4,0-1-12], [5:0-3-0,0-2-1], [8:0-4-12,0-1-12], [15:0-3-8,0-1-8], [17:0-3-8,0-1-8] 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 0.73 Vert(LL)-0.18 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.85 Vert(TL)-0.51 13-14 >758 180 TCDL 10.0 Rep Stress Incr YES WB 0.86 Horiz(TL)0.19 10 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 203 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* 17-3,15-4,14-4,11-13,18-2,17-2:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-8 max.): 3-4, 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-13 WEBS 1 Row at midpt 4-14, 8-11, 9-10, 6-14, 6-13 REACTIONS (size)10=0-3-8, 18=0-5-8 Max Horiz 18=-13 (LC 6) Max Uplift 10=-111 (LC 6), 18=-152 (LC 6) Max Grav 10=1650 (LC 19), 18=1706 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-19=-1845/139, 3-19=-1756/158, 3-20=-2604/229, 20-21=-2604/229, 4-21=-2604/229, 4-5=-2627/256, 5-6=-1976/217, 6-22=-1579/185, 7-22=-1579/185, 7-23=-1557/188, 8-23=-1559/188, 8-24=-1082/201, 9-24=-1138/162, 2-18=-1668/172, 9-10=-1593/150 BOT CHORD 17-18=-28/93, 16-17=0/1422, 15-16=0/1422, 14-15=-5/2582, 13-14=0/1957, 12-13=-6/10, 7-13=-415/44, 11-12=-65/0, 10-11=0/64 WEBS 3-17=-298/77, 3-15=-75/1490, 4-15=-845/89, 4-14=-1455/176, 5-14=-100/1429, 11-13=0/1218, 8-13=0/2160, 8-11=-1605/0, 9-11=0/1146, 2-17=0/1470, 6-14=-1/206, 6-13=-717/89 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 152 lb uplift at joint 18 and 111 lb uplift at joint 10. 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 WF48 S I42966331A16Piggyback Base 1 1WF48 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. Fri Sep 25 11:25:41 Page: 1 ID:fAFz7m8ByFlzxaQJ2cIQMBzLrzx-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =5x6 =3x8 =10x10 =4x9 =MT18HS 4x14 =4x6 =4x9 =6x6 =3x4 =3x4 =3x6 =2x4 =8x8 =5x9 =5x9 =5x6 =2x8 12 11 10 19 18 28 17 16 15 14 1 13 220 9273212223244 6 7 2625 85 1-4-4 -1-4-4 2-9-14 2-9-14 5-0-7 18-9-9 3-11-5 13-9-2 7-0-0 9-9-13 8-10-0 27-7-10 5-0-14 32-8-7 0-0-1 32-8-7 2-8-2 2-8-2 3-11-5 13-7-6 3-11-5 27-9-6 4-11-1 32-8-6 5-0-7 23-10-0 5-2-3 18-9-9 7-0-0 9-8-110-3-151-8-56-1-33-0-00-2-20-2-23-0-03-10-66-10-60-2-27-0-83-1-510-1-130-2-210-3-15Scale = 1:66.2 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-5-8,0-0-12], [4:0-7-0,0-1-14], [5:0-3-7,Edge], [8:0-4-8,0-0-13], [9:0-2-12,0-1-8], [13:0-6-0,0-4-12], [17:0-3-8,0-2-0], [18:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.21 15-17 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.93 Vert(TL)-0.39 14-15 >988 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.72 Horiz(TL)0.20 10 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 194 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-3:2x4 SPF-S1650F 1.6E, 3-4:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 17-3,15-6,14-7,13-8,11-8,11-9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-15 max.): 3-4, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 4-15, 6-15, 8-11, 9-10 REACTIONS (size)10=0-3-6, 19=0-5-8 Max Horiz 19=-13 (LC 6) Max Uplift 10=-131 (LC 6), 19=-312 (LC 6) Max Grav 10=1695 (LC 19), 19=1796 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-20=-1620/286, 3-20=-1572/305, 3-21=-3424/382, 21-22=-3424/382, 22-23=-3424/382, 23-24=-3424/382, 4-24=-3424/382, 4-5=-2854/318, 5-25=-2115/276, 6-25=-2121/275, 6-7=-2251/261, 7-26=-1853/215, 8-26=-1848/216, 8-27=-1039/205, 9-27=-1049/167, 2-19=-1808/353, 9-10=-1647/167 BOT CHORD 18-19=-86/74, 18-28=-91/1355, 17-28=-91/1355, 16-17=-217/3464, 15-16=-217/3464, 14-15=0/2251, 13-14=0/1871, 12-13=0/60, 7-13=-1061/140, 11-12=-2/21, 10-11=0/67 WEBS 3-18=-687/0, 3-17=-138/2343, 4-17=-997/99, 4-15=-1822/280, 5-15=-117/1524, 6-15=-222/99, 6-14=-494/124, 7-14=-75/639, 11-13=0/1028, 8-13=-36/2180, 8-11=-1524/0, 9-11=-4/1212, 2-18=-194/1637 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 19 and 131 lb uplift at joint 10. 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) 25 lb down at 2-9-14, and 26 lb down at 4-10-10 on top chord, and 126 lb up at 2-9-14, and 101 lb up at 4-10-10 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, 4-5=-60, 5-8=-60, 8-9=-60, 13-19=-20, 10-12=-20 Concentrated Loads (lb) Vert: 18=1 (F) Job Truss Truss Type Qty Ply WF48 S I42966332A17Roof Special Girder 1 1WF48 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. Fri Sep 25 11:25:42 Page: 1 ID:dT_iRe4Y_0K4YSQd4vFZTLzLs0b-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =4x6 =4x6 =5x9 =4x9 =6x8 =2x4 =4x6 =8x8 =MT18HS 3x12 =7x12 =3x6 =4x9 =6x8 =10x10 =4x6 =4x6 =2x8 14 34 35 13 12 36 37 11 10 9 3019 18 31 17 16 32 33 15 29 1 8 28 4 22 23 5 24 621 25 26 27203 7 2 0-10-11 5-11-15 1-4-4 32-4-4 5-1-12 11-1-12 3-11-1 27-1-5 3-10-11 31-0-0 5-1-4 5-1-4 12-0-8 23-2-4 5-1-12 16-3-8 5-3-8 11-1-12 5-10-3 5-10-3 7-0-8 23-4-0 7-8-0 31-0-08-11-61-8-53-0-00-2-23-0-05-0-58-0-50-2-28-2-70-8-158-11-6Scale = 1:66.2 Plate Offsets (X, Y):[1:0-3-0,0-1-12], [3:0-4-8,0-1-14], [7:0-5-7,Edge], [15:0-8-8,0-4-0] 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 0.93 Vert(LL)-0.31 12-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.94 Vert(TL)-0.52 12-14 >715 180 MT18HS 244/190 TCDL 10.0 Rep Stress Incr NO WB 0.81 Horiz(TL)0.14 11 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 398 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-6:2x4 SP No.1 BOT CHORD 2x6 SPF No.2 *Except* 5-14:2x4 SP 2400F 2.0E, 14-13,13-11:2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 18-2,12-15,15-7,12-7,11-9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-13 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. REACTIONS (size)11=0-3-8, 19=0-3-8 Max Horiz 19=-143 (LC 6) Max Uplift 11=-1576 (LC 6), 19=-851 (LC 6) Max Grav 11=4149 (LC 18), 19=2968 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3470/1057, 2-3=-3984/1216, 3-20=-6170/2009, 20-21=-6170/2009, 4-21=-6177/2008, 4-22=-6170/2007, 22-23=-6170/2007, 5-23=-6170/2007, 5-24=-7519/2895, 6-24=-7519/2895, 6-25=-7519/2897, 25-26=-7519/2895, 26-27=-7519/2896, 7-27=-7518/2894, 7-28=-4801/2026, 8-28=-4871/1998, 8-29=-373/230, 29-30=-415/224, 9-30=-472/208, 9-10=0/112, 1-19=-2878/866, 9-11=-625/245 BOT CHORD 18-19=0/241, 18-31=-808/3459, 17-31=-808/3459, 16-17=-2580/7615, 16-32=-2580/7613, 32-33=-2579/7616, 15-33=-2579/7618, 14-15=-654/1723, 5-15=-320/1144, 14-34=-213/569, 34-35=-213/569, 13-35=-213/569, 12-13=-213/569, 12-36=-1156/3255, 36-37=-1156/3255, 11-37=-1156/3255 WEBS 2-18=-1322/4560, 3-18=-5112/1579, 3-17=-1256/3677, 4-17=-1084/143, 5-17=-1924/1126, 12-15=-1260/3486, 7-15=-1525/4564, 7-12=-559/1383, 1-18=-689/2615, 8-11=-4681/1798, 8-12=-445/760 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 0-5-0 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 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 8)Provide adequate drainage to prevent water ponding. 9)All plates are MT20 plates unless otherwise indicated. 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 851 lb uplift at joint 19 and 1576 lb uplift at joint 11. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply WF48 S I42966333A18Roof Special Girder 1 2WF48 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. Fri Sep 25 11:25:43 Page: 1 ID:LSI?gPhhEMKGhPjiQetqRkzM9EE-Mock Me Continued on page 2 September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 13)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 183 lb down and 7 lb up at 10-3-12, 183 lb down and 7 lb up at 11-1-8, 183 lb down and 7 lb up at 13-1-8, 183 lb down and 7 lb up at 15-1-8, 348 lb down and 742 lb up at 17-1-8, 348 lb down and 742 lb up at 19-1-8, 348 lb down and 742 lb up at 21-1-8, 347 lb down and 703 lb up at 23-2-4, and 57 lb down at 25-1-8, and 159 lb down and 16 lb up at 27-1-8 on top chord, and 89 lb down and 13 lb up at 10-3-12, 89 lb down and 13 lb up at 11-1-8, 89 lb down and 13 lb up at 13-1-8, 89 lb down and 13 lb up at 15-1-8, 908 lb down and 371 lb up at 17-1-8, 908 lb down and 371 lb up at 19-1-8, 908 lb down and 371 lb up at 21-1-8, 908 lb down and 371 lb up at 23-1-8, and 247 lb down and 13 lb up at 25-1-8, and 182 lb down and 64 lb up at 27-1-8 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-9=-60, 9-10=-60, 15-19=-20, 11-14=-20 Concentrated Loads (lb) Vert: 13=-908 (F), 17=-45 (F), 4=-155 (F), 7=217 (F), 8=-131 (F), 12=-908 (F), 21=-155 (F), 22=-155 (F), 23=-155 (F), 24=217 (F), 25=217 (F), 27=217 (F), 28=-29 (F), 31=-45 (F), 32=-45 (F), 33=-45 (F), 34=-908 (F), 35=-908 (F), 36=-247 (F), 37=-182 (F) Job Truss Truss Type Qty Ply WF48 S I42966333A18Roof Special Girder 1 2WF48 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. Fri Sep 25 11:25:43 Page: 2 ID:LSI?gPhhEMKGhPjiQetqRkzM9EE-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =3x6 =4x6 =8x8 =4x12 =2x4 =6x8 =4x6 =2x8 =7x14 =5x6 =6x12 =4x6 =4x9 =5x9 =3x4 =5x6 =3x8 =4x6 =3x4 =2x4 17 16 15 14 13 12 11 10 2922 30 21 31 32 20 19 33 18 1 9 23 3 26 27 425242 5 2878 6 1-4-4 31-0-4 1-8-0 22-8-1 1-7-1 21-0-1 2-8-3 19-5-0 2-10-13 2-10-13 3-6-3 26-2-4 3-5-12 29-8-0 6-2-10 9-1-7 7-7-6 16-8-13 1-6-8 16-10-9 2-6-7 19-5-0 2-9-1 2-9-1 3-4-13 22-9-13 6-2-10 15-4-1 6-4-6 9-1-7 6-10-3 29-8-010-6-01-11-03-0-00-1-150-1-153-0-04-7-147-7-140-1-157-9-130-11-38-9-00-1-158-10-151-7-110-6-0Scale = 1:69.9 Plate Offsets (X, Y):[2:0-6-1,Edge], [5:0-6-0,0-2-2], [7:0-4-8,0-2-2], [8:0-3-9,Edge], [16:0-2-0,0-1-12], [18:0-5-12,0-3-4], [19:0-3-9,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.22 18-20 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.89 Vert(TL)-0.42 18-20 >832 180 TCDL 10.0 Rep Stress Incr NO WB 0.84 Horiz(TL)0.22 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 468 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-5,7-8:2x6 SPFNo.2 BOT CHORD 2x8 SP No.2 *Except* 4-17:2x4 SPF Stud/ No.3, 17-14,14-12:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except*21-2,3-20,22-1,21-1,9-13,9-12:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS (size)12=0-3-8, 22=0-3-8 Max Horiz 22=-158 (LC 6) Max Uplift 12=-122 (LC 35), 22=-232 (LC 6) Max Grav 12=2234 (LC 22), 22=2477 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-2170/238, 2-23=-2107/244, 2-24=-4514/85, 24-25=-4515/85, 3-25=-4521/85, 3-26=-4514/83, 26-27=-4514/83, 4-27=-4514/83, 4-5=-4188/129, 5-6=-1937/231, 6-7=-1879/234, 7-8=-1254/170, 8-28=-1683/185, 9-28=-1911/170, 9-29=-192/135, 10-29=-294/110,10-11=0/129, 1-22=-2411/248,10-12=-510/163 BOT CHORD 22-30=0/167, 21-30=0/167, 21-31=0/1594, 31-32=0/1594, 20-32=0/1594, 19-20=0/4276, 19-33=0/4276, 18-33=0/4276, 17-18=-9/17, 4-18=-973/126, 16-17=-2/183, 15-16=0/2269, 14-15=0/1446, 13-14=0/1446, 12-13=0/1173 WEBS 2-21=-884/38, 2-20=-43/3528, 3-20=-972/163, 4-20=-19/376, 16-18=0/5772, 5-18=0/6857, 5-16=-5227/0, 8-13=-33/832, 1-21=-119/1771, 6-15=-260/2427, 7-15=-335/130, 7-13=-1006/14, 5-15=-2481/162, 9-13=0/358, 9-12=-1975/2 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-8-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 8)Provide adequate drainage to prevent water ponding. 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 232 lb uplift at joint 22 and 122 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) 11 lb down and 13 lb up at 1-3-4, 139 lb down and 41 lb up at 2-10-13, 65 lb down and 16 lb up at 4-11-9, 65 lb down and 16 lb up at 6-11-9, and 65 lb down and 16 lb up at 8-11-9, and 61 lb down and 18 lb up at 10-8-8 on top chord, and 34 lb up at 1-3-4, 72 lb down and 106 lb up at 2-10-13, 32 lb down and 44 lb up at 4-11-9, 32 lb down and 44 lb up at 6-11-9, and 32 lb down and 44 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, PlateIncrease=1.15 Job Truss Truss Type Qty Ply WF48 S I42966334C01Roof Special Girder 1 2WF48 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. Fri Sep 25 11:25:43 Page: 1 ID:o32g0puGBmQHPAKuMqx6EqzMBF4-Mock Me Continued on page 2 September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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=-74 (F), 21=-36 (F), 20=-16 (F), 3=-37 (F), 24=-37 (F), 25=-37 (F), 26=-33 (F), 30=0 (F), 31=-16 (F), 32=-16 (F), 33=-1103 (F) Job Truss Truss Type Qty Ply WF48 S I42966334C01Roof Special Girder 1 2WF48 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. Fri Sep 25 11:25:43 Page: 2 ID:o32g0puGBmQHPAKuMqx6EqzMBF4-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =6x8 =7x12 =8x8 =6x8 =5x6 =10x10 =3x4 =12x12 =2x4 =3x8 =3x6 =6x8 =6x6 =MT18HS 10x20 =6x6 =4x6 =6x10 =3x10 11 34 35 15 14 13 12 32 33 10 2320 24 25 19 26 2718 28 1729 30 31 16 1 9 82212234567 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 3-8-4 25-11-15 3-8-1 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):[2:0-10-1,Edge], [3:0-2-0,0-1-8], [7:0-2-12,0-2-0], [8:0-3-9,0-3-0], [16:0-3-4,Edge], [19:0-2-8,0-4-12] 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 0.91 Vert(LL)-0.24 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.89 Vert(TL)-0.44 16-17 >802 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr NO WB 0.91 Horiz(TL)0.17 12 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 1073 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 2-6,6-8:2x4 SPFNo.2 BOT CHORD 2x10 SP 2250F 1.9E *Except* 5-15:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-16,7-13:2x4 SPF-S 1650F 1.6E, 20-1,12-10:2x6 SP No.1,3-19,4-16,9-13,9-12:2x4 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 (4-0-8 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=-158 (LC 6) Max Uplift 12=-717 (LC 6), 20=-8 (LC 6) Max Grav 12=14231 (LC 16), 20=16266 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-15664/75, 2-21=-11312/97, 3-21=-11312/97, 3-4=-20258/160, 4-5=-22058/315, 5-6=-22030/317, 6-7=-22030/317, 7-22=-11457/491, 8-22=-11458/491, 8-9=-15434/612, 9-23=-5530/458, 10-23=-5597/433, 10-11=0/136, 1-20=-14275/51, 10-12=-4572/399 BOT CHORD 20-24=0/1727, 24-25=0/1727, 19-25=0/1727, 19-26=0/17369, 26-27=0/17369, 18-27=0/17369, 18-28=0/17369, 17-28=0/17369, 17-29=0/20965, 29-30=0/20965, 30-31=0/20965, 16-31=0/20965, 15-16=0/2912, 5-16=-430/71, 15-32=0/686, 14-32=0/686, 14-33=0/686, 13-33=0/686, 13-34=-221/9403, 34-35=-221/9403, 12-35=-221/9403 WEBS 2-19=0/10682, 13-16=-144/16338, 8-13=-345/10209, 1-19=0/9905, 3-17=-20/9322, 3-19=-11027/103, 4-17=-2272/218, 4-16=-159/1992, 7-13=-11770/0, 7-16=0/12690, 9-13=0/2515, 9-12=-10233/118 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. Bottom chords connected as follows: 2x10 - 5 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 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 8)Provide adequate drainage to prevent water ponding. 9)All plates are MT20 plates unless otherwise indicated. 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 8 lb uplift at joint 20 and 717 lb uplift at joint 12. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply WF48 S I42966335C02Hip Girder 1 4WF48 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. Fri Sep 25 11:25:44 Page: 1 ID:d32BUH5z6fKWk5q1kJzFDbzLqVk-Mock Me Continued on page 2 September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 13)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 1911 lb down at 1-5-13, 1911 lb down at 3-5-13, 1911 lb down at 5-5-13, 1911 lb down at 7-5-13, 1911 lb down at 9-3-13, 1911 lb down at 10-7-4, 1911 lb down at 12-7-4, 1989 lb down at 14-7-4, 2067 lb down at 16-7-4, 2067 lb down at 18-7-4, 2124 lb down at 20-7-4, and 2101 lb down at 22-7-4, and 3579 lb down and 819 lb up at 24-6-8 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-8=-60, 8-10=-60, 10-11=-60, 16-20=-20, 12-15=-20 Concentrated Loads (lb) Vert: 14=-2067 (B), 24=-1911 (B), 25=-1911 (B), 26=-1911 (B), 27=-1911 (B), 28=-1911 (B), 29=-1911 (B), 30=-1911 (B), 31=-1989 (B), 32=-2067 (B), 33=-2124 (B), 34=-2101 (B), 35=-3579 (B) Job Truss Truss Type Qty Ply WF48 S I42966335C02Hip Girder 1 4WF48 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. Fri Sep 25 11:25:44 Page: 2 ID:d32BUH5z6fKWk5q1kJzFDbzLqVk-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =3x6 =6x6 =3x10 =4x6 =2x4 =3x8 =3x10 =6x6 =3x6 =3x10 13 12 22 11 23 10 24 25 26 9 8 1 7 2 6 417 1816 19 201514 213 5 1-4-4 -1-4-4 1-4-4 23-4-3 7-0-0 11-0-0 7-0-0 17-11-15 4-0-0 4-0-0 4-0-0 21-11-15 4-1-12 21-11-15 4-1-12 4-1-12 6-10-4 11-0-0 6-10-4 17-10-37-11-03-11-00-2-27-8-147-8-140-2-27-11-0Scale = 1:54.6 Plate Offsets (X, Y):[3:0-3-14,Edge], [5:0-3-14,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 0.46 Vert(LL)0.09 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.47 Vert(TL)-0.10 9-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.47 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 276 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=-1772 (LC 6), 13=-1756 (LC 6) Max Grav 8=2119 (LC 15), 13=2088 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1535/1430, 3-14=-1108/1083, 14-15=-1109/1083, 15-16=-1109/1083, 16-17=-1110/1084, 4-17=-1112/1084, 4-18=-1129/1094, 18-19=-1127/1094, 19-20=-1126/1094, 20-21=-1126/1093, 5-21=-1125/1094, 5-6=-1560/1444, 6-7=0/129, 2-13=-2136/1852, 6-8=-2170/1872 BOT CHORD 12-13=-27/69, 12-22=-1387/1977, 11-22=-1387/1977, 11-23=-1387/1977, 10-23=-1387/1977, 10-24=-1387/1977, 24-25=-1387/1977, 25-26=-1387/1977, 9-26=-1387/1977, 8-9=-27/69 WEBS 3-12=-823/697, 4-12=-1274/845, 4-10=-933/1131, 4-9=-1249/830, 5-9=-814/673, 2-12=-1166/1508, 6-9=-1181/1532 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 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 8)Provide adequate drainage to prevent water ponding. 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 1756 lb uplift at joint 13 and 1772 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. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 198 lb up at 4-0-0, 57 lb down and 240 lb up at 6-0-11, 57 lb down and 240 lb up at 8-0-11, 57 lb down and 240 lb up at 10-0-11, 57 lb down and 240 lb up at 12-0-11, 57 lb down and 240 lb up at 14-0-11, and 57 lb down and 240 lb up at 15-11-3, and 64 lb down and 184 lb up at 17-11-15 on top chord, and 291 lb down and 679 lb up at 3-11-15, 262 lb down and 271 lb up at 6-0-11, 262 lb down and 271 lb up at 8-0-11, 262 lb down and 271 lb up at 10-0-11, 262 lb down and 271 lb up at 12-0-11, 262 lb down and 271 lb up at 14-0-11, and 262 lb down and 271 lb up at 15-11-3, and 291 lb down and 679 lb up at 17-11-3 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 Job Truss Truss Type Qty Ply WF48 S I42966336D01Half Hip Girder 1 2WF48 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. Fri Sep 25 11:25:45 Page: 1 ID:F02MY0DAP4pEsEwPcPrRkqzM9QS-Mock Me Continued on page 2 September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Concentrated Loads (lb) Vert: 3=59 (F), 5=-9 (F), 11=-262 (F), 12=-291 (F), 9=-291 (F), 15=59 (F), 16=59 (F), 17=59 (F), 18=59 (F), 19=59 (F), 20=59 (F), 22=-262 (F), 23=-262 (F), 24=-262 (F), 25=-262 (F), 26=-262 (F) Job Truss Truss Type Qty Ply WF48 S I42966336D01Half Hip Girder 1 2WF48 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. Fri Sep 25 11:25:45 Page: 2 ID:F02MY0DAP4pEsEwPcPrRkqzM9QS-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x5 =6x6 =3x8 =3x4 =1x4 =3x8 =3x8 =6x6 =4x5 =2x4 13 12 11 10 9 8 71 62 4 1514 53 1-4-4 23-4-3 1-4-4 -1-4-4 5-8-8 16-8-7 5-8-8 11-0-0 5-3-8 21-11-15 5-3-8 5-3-8 5-5-4 21-11-15 5-5-4 5-5-4 5-6-12 16-6-11 5-6-12 11-0-09-2-83-11-00-2-29-0-69-0-60-2-29-2-8Scale = 1:60.7 Plate Offsets (X, Y):[2:0-1-12,0-1-8], [3:0-3-14,Edge], [5:0-3-14,Edge], [6:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.03 10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.31 Vert(TL)-0.07 10-12 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.31 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-2,12-2,8-6,9-6:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-9 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. WEBS 1 Row at midpt 3-12, 4-12, 4-9, 5-9 REACTIONS (size)8=0-3-8, 13=0-3-8 Max Uplift 8=-119 (LC 6), 13=-119 (LC 6) Max Grav 8=1208 (LC 16), 13=1208 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-852/179, 3-14=-581/182, 4-14=-586/182, 4-15=-586/182, 5-15=-581/182, 5-6=-852/179, 6-7=0/129, 2-13=-1153/150, 6-8=-1153/150 BOT CHORD 12-13=-6/50, 11-12=0/865, 10-11=0/865, 9-10=0/865, 8-9=-6/50 WEBS 3-12=-25/198, 4-12=-527/21, 4-10=0/219, 4-9=-527/21, 5-9=-25/198, 2-12=0/700, 6-9=0/700 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 119 lb uplift at joint 13 and 119 lb uplift at joint 8. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966337D02Hip11WF48 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. Fri Sep 25 11:25:45 Page: 1 ID:iGlb5lVqxkrZJeUKEhOE72zM90H-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x9 =3x4 =M18SHS 8x10 =3x4 =M18SHS 8x10 =3x8 =4x9 =3x4 11 10 9 8 7 61 52 1512 431314 1-4-4 23-4-3 1-4-4 -1-4-4 7-4-15 14-8-7 7-3-8 21-11-15 7-3-8 7-3-8 7-1-12 21-11-15 7-1-12 7-1-12 7-8-7 14-10-311-2-83-11-00-2-211-0-611-0-60-2-211-2-8Scale = 1:69 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-6-8,0-1-4], [4:0-7-0,0-1-12], [5:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.06 8-10 >999 240 M18SHS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(TL)-0.15 8-10 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.01 7 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 131 lb FT = 20% LUMBER TOP CHORD 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 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-15 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 3-8, 4-8 REACTIONS (size)7=0-3-8, 11=0-3-8 Max Uplift 7=-116 (LC 6), 11=-116 (LC 6) Max Grav 7=1386 (LC 16), 11=1386 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/136, 2-12=-996/134, 3-12=-667/188, 3-13=-503/209, 13-14=-503/209, 4-14=-503/209, 4-15=-666/188, 5-15=-996/134, 5-6=0/136, 2-11=-1315/155, 5-7=-1315/154 BOT CHORD 10-11=0/136, 9-10=0/503, 8-9=0/503, 7-8=0/136 WEBS 3-10=-119/159, 3-8=-100/100, 4-8=-119/159, 2-10=0/559, 5-8=0/559 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)The Fabrication Tolerance at joint 4 = 12% 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 116 lb uplift at joint 11 and 116 lb uplift at joint 7. 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 WF48 S I42966338D03Hip11WF48 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. Fri Sep 25 11:25:45 Page: 1 ID:?1V4lzykjIfawyS?9u_?v9zM8vE-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x4 =5x6 =3x4 =5x6 =3x8 =3x5 =3x6 =2x4 13 12 11 10 9 1 8 2 7 14 1636 4 15 5 1-4-4 -1-4-4 1-4-4 23-4-3 4-0-0 17-11-15 4-0-0 8-0-0 5-11-15 13-11-15 4-0-0 4-0-0 4-0-0 21-11-15 6-3-7 14-1-11 7-10-4 21-11-15 7-10-4 7-10-411-11-03-11-00-2-211-8-1411-8-140-2-211-11-0Scale = 1:72.1 Plate Offsets (X, Y):[4:0-3-9,0-2-8], [5:0-3-9,0-2-8] 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)-0.07 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.18 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horiz(TL)0.02 9 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-2,9-7:2x4 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-10, 5-10, 3-13, 3-12, 6-10, 6-9 REACTIONS (size)9=0-3-8, 13=0-3-8 Max Uplift 9=-112 (LC 6), 13=-112 (LC 6) Max Grav 9=1451 (LC 16), 13=1451 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-14=-211/223, 3-14=-62/226, 3-4=-871/231, 4-15=-491/211, 5-15=-491/211, 5-6=-868/233, 6-16=-67/229, 7-16=-217/200, 7-8=0/129, 2-13=-448/231, 7-9=-456/234 BOT CHORD 12-13=0/499, 11-12=0/491, 10-11=0/491, 9-10=0/501 WEBS 4-12=-56/185, 4-10=-92/91, 5-10=-58/186, 3-13=-1035/0, 3-12=-13/214, 6-10=-18/213, 6-9=-1028/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 112 lb uplift at joint 13 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 WF48 S I42966339D04Hip11WF48 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. Fri Sep 25 11:25:46 Page: 1 ID:iGlb5lVqxkrZJeUKEhOE72zM90H-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x5 =3x4 =6x7 =3x4 =3x4 =3x8 =4x6 =3x5 =4x5 =2x4 13 12 11 10 9 1 8 72 161436 4 15 5 1-4-4 -1-4-4 1-4-4 23-4-3 4-0-0 17-11-15 4-0-0 8-0-0 5-11-15 13-11-15 4-0-0 4-0-0 4-0-0 21-11-15 5-8-7 13-10-3 8-1-12 21-11-15 8-1-12 8-1-123-11-011-11-0Scale = 1:73 Plate Offsets (X, Y):[4:0-3-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.10 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.24 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horiz(TL)0.02 9 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-2,9-7:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-10, 5-10, 3-13, 3-12, 6-10, 6-9 REACTIONS (size)9=0-3-8, 13=0-3-8 Max Uplift 9=-112 (LC 6), 13=-112 (LC 6) Max Grav 9=1451 (LC 18), 13=1451 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-14=-210/225, 3-14=-64/228, 3-4=-872/230, 4-15=-489/211, 5-15=-489/211, 5-6=-869/231, 6-16=-70/231, 7-16=-216/201, 7-8=0/129, 2-13=-447/233, 7-9=-455/235 BOT CHORD 12-13=0/497, 11-12=0/489, 10-11=0/489, 9-10=0/500 WEBS 4-12=-57/188, 4-10=-91/90, 5-10=-59/188, 3-13=-1033/0, 3-12=-21/204, 6-10=-26/203, 6-9=-1027/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 112 lb uplift at joint 13 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 WF48 S I42966340D05Piggyback Base 2 1WF48 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. Fri Sep 25 11:25:46 Page: 1 ID:iGlb5lVqxkrZJeUKEhOE72zM90H-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 1212=2x4 =4x5 =3x4 =6x7 =3x4 =3x4 =3x8 =4x6 =3x4 =3x6 =6x7 =4x6 12 11 10 9 8 1314 1 2 7 1763 4 1516 5 1-4-4 -1-4-4 4-0-0 8-0-0 4-0-0 17-11-15 5-11-15 13-11-15 4-0-0 21-11-15 4-0-0 4-0-0 0-0-9 21-11-15 0-2-15 21-11-6 5-8-7 13-10-3 7-10-4 21-8-7 8-1-12 8-1-123-11-01-11-011-11-02-0-0Scale = 1:84.8 Plate Offsets (X, Y):[4:0-3-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.12 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.50 Vert(TL)-0.32 8-9 >820 180 TCDL 10.0 Rep Stress Incr YES WB 0.45 Horiz(TL)0.05 14 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-2:2x4 SPF Stud/ No.3, 7-8:2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-9, 5-9, 3-12, 3-11, 6-9, 6-8 REACTIONS (size)12=0-3-8, 14=0-2-5 Max Horiz 12=175 (LC 6) Max Uplift 12=-94 (LC 6), 14=-79 (LC 6) Max Grav 12=1457 (LC 18), 14=1209 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-210/227, 3-4=-878/213, 4-15=-498/189, 15-16=-498/189, 5-16=-498/189, 5-6=-885/200, 6-17=-101/95, 7-17=-304/92, 2-12=-448/232 BOT CHORD 11-12=-60/500, 10-11=0/493, 9-10=0/493, 8-9=-29/509 WEBS 4-11=-66/180, 4-9=-79/98, 5-9=-38/194, 3-12=-1039/0, 8-14=0/905, 7-14=0/905, 3-11=-19/205, 6-9=-27/210, 6-8=-924/40, 7-14=-1231/82 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 12 and 79 lb uplift at joint 14. 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 WF48 S I42966341D06Piggyback Base 3 1WF48 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. Fri Sep 25 11:25:46 Page: 1 ID:dnGnCxCTNyYPiIWiPuJ4JuzM8r1-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x6 =3x4 =6x7 =3x4 =3x4 =3x8 =4x6 =3x4 =4x10 =5x9 =4x6 11 10 9 8 7 12 13 1 6 2 5 3 14 15 4 4-0-0 4-0-0 4-0-0 17-11-15 4-0-0 8-0-0 5-11-15 13-11-15 4-0-0 21-11-15 0-3-8 21-11-15 5-8-7 13-10-3 7-10-4 21-8-7 8-1-12 8-1-123-11-00-11-011-11-03-0-0Scale = 1:76.8 Plate Offsets (X, Y):[3:0-3-12,0-1-8], [6:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.09 10-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.22 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horiz(TL)0.05 13 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-1:2x4 SP 2400F 2.0E, 7-6:2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-3 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 3-10, 3-8, 4-8, 2-10, 2-11, 5-8 REACTIONS (size)11=0-3-8, 13=0-3-7 Max Horiz 11=33 (LC 6) Max Uplift 11=-58 (LC 6), 13=-67 (LC 6) Max Grav 11=1268 (LC 17), 13=1216 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-243/149, 2-3=-890/207, 3-14=-499/191, 14-15=-499/191, 4-15=-499/191, 4-5=-887/203, 5-6=-354/114, 1-11=-280/122, 7-13=0/876, 6-13=0/876 BOT CHORD 10-11=0/519, 9-10=0/500, 8-9=0/500, 7-8=0/520 WEBS 3-10=-45/196, 3-8=-89/83, 4-8=-40/189, 2-10=-42/198, 2-11=-1012/0, 5-8=-47/190, 5-7=-867/21, 6-13=-1279/71 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 11 and 67 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 WF48 S I42966342D08Piggyback Base 3 1WF48 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. Fri Sep 25 11:25:47 Page: 1 ID:6sW8Ozfk6pgN5kimR5TDABzM8p9-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 1378123334 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 0.28 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 0.16 Horiz(TL)0.00 20 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-42 (LC 6), 21=-106 (LC 6), 22=-29 (LC 6), 23=-48 (LC 6), 24=-65 (LC 6), 28=-65 (LC 6), 29=-48 (LC 6), 30=-29 (LC 6),31=-106 (LC 6), 32=-42 (LC 6) Max Grav 20=172 (LC 9), 21=98 (LC 1), 22=113 (LC 9), 23=106 (LC 1), 24=115 (LC 9), 25=150 (LC 9), 26=357 (LC 6), 27=150 (LC 8), 28=115 (LC 8), 29=106 (LC 1), 30=113 (LC 8), 31=98 (LC 1), 32=172 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-32=-210/209, 1-2=0/106, 2-3=-10/126, 3-4=-12/78, 4-5=0/116, 5-6=0/168, 6-7=0/212, 7-8=0/222, 8-33=-3/284, 9-33=0/290, 9-10=-17/298, 10-11=-17/298, 11-34=0/290, 12-34=-3/284, 12-13=0/222, 13-14=0/212, 14-15=0/168, 15-16=0/116, 16-17=-12/78, 17-18=-10/126, 18-19=0/106, 18-20=-210/209 BOT CHORD 31-32=-60/109, 30-31=-60/109, 29-30=-60/109, 28-29=-60/109, 27-28=-60/109, 26-27=-60/109, 25-26=-60/109, 24-25=-60/109, 23-24=-60/109, 22-23=-60/109, 21-22=-60/109, 20-21=-60/109 WEBS 10-26=-341/0, 9-27=-124/0, 8-28=-88/82, 6-29=-79/61, 5-30=-86/58, 4-31=-65/82, 3-32=-117/71, 11-25=-124/0, 12-24=-88/82, 14-23=-79/61, 15-22=-86/58, 16-21=-65/82, 17-20=-117/71 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10)Gable studs spaced at 1-4-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 32, 42 lb uplift at joint 20, 65 lb uplift at joint 28, 48 lb uplift at joint 29, 29 lb uplift at joint 30, 106 lb uplift at joint 31, 65 lb uplift at joint 24, 48 lb uplift at joint 23, 29 lb uplift at joint 22 and 106 lb uplift at joint 21. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966343E01Common Supported Gable 1 1WF48 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. Fri Sep 25 11:25:47 Page: 1 ID:nte90aWsutnneXncWdfl1WzM9sU-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x8 =4x6 =3x4 =5x9 =4x6 =3x4 =4x6 =3x8 =2x8 11 10 9 1 2 8 3 7 4 6 1312 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 0.72 Vert(LL)-0.08 10-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 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 IRC2006/TPI2002 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=67 (LC 6) Max Uplift 9=-45 (LC 6), 11=-91 (LC 6) Max Grav 9=671 (LC 1), 11=769 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-216/151, 3-4=-512/130, 4-12=-424/145, 5-12=-367/163, 5-13=-388/164, 6-13=-424/145, 6-7=-513/131, 7-8=-244/113, 2-11=-297/177, 8-9=-234/99 BOT CHORD 10-11=0/354, 9-10=0/361 WEBS 5-10=-129/380, 3-10=-109/148, 3-11=-476/0, 7-10=-123/146, 7-9=-434/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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 91 lb uplift at joint 11 and 45 lb uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966344E02Common11WF48 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. Fri Sep 25 11:25:47 Page: 1 ID:jpqmauyRPxJgy3XXdBIBU6zM9rw-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x6 =3x4 =7x12 =4x6 =3x6 =4x9 =6x6 =5x6 =4x6 =2x4 14 13 12 19 11 1 10 2 9 87 18 3 641517 16 5 1-4-4 -1-4-4 1-4-4 20-2-4 1-8-0 17-4-11 1-5-5 18-10-0 3-6-14 15-8-11 3-6-14 12-1-14 4-3-10 8-7-0 4-3-6 4-3-6 3-3-1 18-10-0 6-11-15 15-6-15 8-7-0 8-7-010-6-01-11-00-1-153-2-53-2-50-1-153-4-57-1-1110-6-0Scale = 1:66.5 Plate Offsets (X, Y):[8:0-3-9,0-2-8], [13:0-6-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 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 IRC2006/TPI2002 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 5-0-5 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=-192 (LC 6), 14=-104 (LC 6) Max Grav 11=1171 (LC 18), 14=830 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-193/150, 3-4=-639/145, 4-15=-600/158, 15-16=-596/160, 5-16=-550/179, 5-17=-600/188, 6-17=-766/161, 6-18=-1150/258, 7-18=-1283/236, 7-8=-861/133, 8-9=-127/138, 9-10=0/129, 2-14=-289/176, 9-11=-359/173 BOT CHORD 13-14=0/412, 12-13=0/644, 12-19=0/349, 11-19=0/349 WEBS 5-13=-166/564, 7-12=-1067/239, 8-12=-75/969, 8-11=-833/0, 3-13=-108/147, 3-14=-580/0, 6-13=-455/169, 6-12=-155/351 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 192 lb uplift at joint 11 and 104 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. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb up at 17-4-11 on top chord, and 0 lb down and 59 lb up at 17-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 7-8=-60, 8-9=-60,9-10=-60, 11-14=-20 Concentrated Loads (lb) Vert: 8=28 (F), 19=0 (F) Job Truss Truss Type Qty Ply WF48 S I42966345E03Roof Special Girder 1 1WF48 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. Fri Sep 25 11:25:47 Page: 1 ID:VQPVXtt6WIuu4kL849g?Z7zM9qk-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x8 =4x6 =3x4 =5x9 =4x6 =5x9 =3x8 =6x6 =3x6 =2x4 13 12 11 10 91 2 8 618 7 3 17 414 16 15 5 1-4-4 -1-4-4 1-4-4 20-2-4 1-8-0 15-8-11 3-1-5 18-10-0 4-3-10 8-7-0 4-3-6 4-3-6 5-5-11 14-0-11 4-11-1 18-10-0 5-3-15 13-10-15 8-7-0 8-7-010-6-01-11-00-1-154-10-54-10-50-1-155-0-55-5-1110-6-0Scale = 1:67.3 Plate Offsets (X, Y):[6:0-5-12,0-2-0], [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 0.51 Vert(LL)-0.10 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.51 Vert(TL)-0.25 12-13 >892 180 TCDL 10.0 Rep Stress Incr YES WB 0.53 Horiz(TL)0.02 10 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 5-11-1 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=0 (LC 6) Max Uplift 10=-100 (LC 6), 13=-97 (LC 6) Max Grav 10=1206 (LC 18), 13=832 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-247/147, 3-4=-598/139, 4-14=-565/151, 14-15=-532/152, 5-15=-518/172, 5-16=-561/162, 16-17=-597/139, 6-17=-849/120, 6-18=-802/137, 7-18=-801/137, 7-8=-190/148, 8-9=0/129, 2-13=-315/175, 8-10=-421/174 BOT CHORD 12-13=0/395, 11-12=0/776, 10-11=0/492 WEBS 5-12=-119/442, 6-12=-465/152, 6-11=-677/123, 7-11=-78/817, 7-10=-864/0, 3-12=-104/138, 3-13=-525/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint 10 and 97 lb uplift at joint 13. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966346E04Roof Special 1 1WF48 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. Fri Sep 25 11:25:48 Page: 1 ID:DWEiAoeh79IAbAVCdpHFUwzM9oS-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x6 =6x6 =4x9 =2x4 =2x8 =4x6 =3x6 =3x8 =5x6 =5x6 =3x8 =4x6 =2x8 13 12 11 10 9 8 7231514 1 16 2173 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], [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 0.53 Vert(LL)-0.08 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.59 Vert(TL)-0.21 11-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.63 Horiz(TL)0.04 9 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 4-1-10 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=-155 (LC 6) Max Uplift 9=-116 (LC 6), 15=-41 (LC 6) Max Grav 9=1367 (LC 20), 15=975 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-230/35, 1-16=-86/29, 2-16=-82/29, 2-17=-1705/90, 3-17=-1628/98, 3-18=-1826/204, 18-19=-1682/221, 4-19=-1522/225, 4-20=-880/275, 20-21=-1006/259, 5-21=-1179/256, 5-22=-625/142, 6-22=-624/143, 6-23=-890/133, 7-23=-1095/98, 7-8=0/129, 7-9=-1310/145 BOT CHORD 14-15=0/1386, 13-14=0/145, 3-14=-301/120, 12-13=0/63, 11-12=0/63, 10-11=0/759, 9-10=-14/83 WEBS 2-15=-1560/65, 2-14=-536/80, 11-14=0/608, 4-14=-65/1193, 4-11=-209/361, 5-11=-449/206, 5-10=-475/6, 6-10=-11/269, 7-10=0/588 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 41 lb uplift at joint 15 and 116 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966347E05Roof Special 1 1WF48 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. Fri Sep 25 11:25:48 Page: 1 ID:suFdpBkUC4457J1mCamRHHzMBKS-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x9 =2x4 =2x4 =5x6 =4x12 =2x4 =5x6 =3x8 =8x8 =3x4 =8x8 =3x8 =6x8 =2x813 12 11 10 9 8 7 6 15 14 22 1 17 182 19 542021 3 1-4-4 20-2-4 1-8-0 12-4-11 2-1-11 10-8-11 3-2-14 8-7-0 5-4-2 5-4-2 6-5-5 18-10-0 0-8-4 5-4-2 0-11-3 11-6-2 1-0-5 12-6-7 0-1-12 4-7-14 4-6-2 4-6-2 5-2-13 10-6-15 6-3-9 18-10-010-6-04-1-31-11-04-1-33-0-00-1-150-1-153-0-04-1-37-1-30-1-157-3-20-11-38-2-50-1-158-4-52-1-1110-6-0Scale = 1:75.7 Plate Offsets (X, Y):[4:0-1-15,Edge], [5:0-4-8,0-1-4], [6:0-3-8,Edge], [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 0.93 Vert(LL)-0.06 13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.77 Vert(TL)-0.11 2 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.53 Horiz(TL)0.03 8 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 137 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-12:2x4 SPF Stud/ No.3 WEBS 2x4 SPF No.2 *Except* 15-1,14-1,11-14,9-6,13-16:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-1 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=-159 (LC 6) Max Uplift 8=-113 (LC 6), 15=-36 (LC 6) Max Grav 8=1353 (LC 20), 15=951 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-883/71, 1-17=-1021/81, 17-18=-1020/81, 2-18=-1019/81, 2-19=-1487/167, 19-20=-1370/176, 3-20=-1369/192, 3-21=-683/247, 4-21=-834/232, 4-5=-621/176, 5-22=-859/138, 6-22=-1124/107, 6-7=0/129, 6-8=-1281/149 BOT CHORD 14-15=0/207, 12-14=0/137, 2-14=-1212/203, 12-13=0/0, 11-12=0/33, 10-11=0/603, 9-10=0/603, 8-9=0/191 WEBS 1-14=-32/1210, 11-14=0/622, 3-14=0/1033, 3-11=-238/193, 4-11=-418/154, 4-9=-108/124, 5-9=-109/168, 6-9=0/436 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 36 lb uplift at joint 15 and 113 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 WF48 S I42966348E06Roof Special 1 1WF48 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. Fri Sep 25 11:25:49 Page: 1 ID:HTxlRCmMU?Tg_mlLtiJ8vvzMBKP-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x8 =3x6 5 4 1 2 6 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 0.69 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.38 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 IRC2006/TPI2002 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=167 (LC 6) Max Uplift 3=-85 (LC 7), 4=-38 (LC 6), 5=-34 (LC 6) Max Grav 3=-1 (LC 5), 4=31 (LC 5), 5=398 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-349/96, 1-2=0/122, 2-6=-66/0, 3-6=-54/0 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 tobearing plate capable of withstanding 34 lb uplift at joint 5, 85 lb uplift at joint 3 and 38 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966349EJJack-Open Girder 1 1WF48 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. Fri Sep 25 11:25:49 Page: 1 ID:czpjxtFQ1QJsnHImK_qzD4zM9y?-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 4 3 1 2 2-0-0 2-0-03-4-51-8-53-4-5Scale = 1:25.5 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 0.25 Vert(LL)0.00 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 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 IRC2006/TPI2002 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=99 (LC 6) Max Uplift 2=-65 (LC 6), 3=-26 (LC 6) Max Grav 2=52 (LC 1), 3=36 (LC 5), 4=74(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-58/0, 1-2=-55/27 BOT CHORD 3-4=0/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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 26 lb uplift at joint 3 and 65 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966350EKJack-Open 1 1WF48 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. Fri Sep 25 11:25:49 Page: 1 ID:U6ugMM3y6Jzm1DoxbP3_FPzM9zX-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 6 54 1 2 3 1-4-4 -1-4-4 1-10-14 1-10-14 0-2-7 1-10-14 1-8-7 1-8-75-9-143-11-05-9-14Scale = 1:40 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 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 IRC2006/TPI2002 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=251 (LC 6) Max Uplift 3=-47 (LC 7), 4=-398 (LC 6) Max Grav 3=14 (LC 1), 4=35 (LC 5), 6=317(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-335/0, 1-2=0/106, 2-3=-64/3 BOT CHORD 5-6=-192/0, 4-5=0/0 WEBS 2-5=0/477 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic loadcombinations, which include cases with reductions formultiple concurrent 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 tobearing plate capable of withstanding 398 lb uplift at joint 4 and 47 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966351G2Jack-Open 4 1WF48 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. Fri Sep 25 11:25:49 Page: 1 ID:fE3qg7BsWhLCrv82kDmZCjzM9zM-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x6 =3x6 =3x6 6 9 5 4 1 2 7 8 3 1-11-0 -1-11-0 0-3-8 5-6-6 5-2-14 5-2-14 0-3-8 5-6-6 5-2-14 5-2-147-9-153-11-07-9-15Scale = 1:49.2 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 0.58 Vert(LL)0.25 5-6 >241 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.85 Vert(TL)0.23 5-6 >268 180 TCDL 10.0 Rep Stress Incr NO WB 0.12 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 *Except* 5-3:2x4 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 8-4-10 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 6=0-4-9 Max Horiz 6=310 (LC 6) Max Uplift 3=-73 (LC 6), 5=-445 (LC 6), 6=-176 (LC 6) Max Grav 3=153 (LC 8), 5=114 (LC 5), 6=358 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-307/0, 1-2=0/119, 2-7=-106/0, 7-8=-55/0, 3-8=-55/66 BOT CHORD 6-9=-252/0, 5-9=-252/0, 4-5=0/0 WEBS 3-5=0/0, 2-5=0/311 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 6, 445 lb uplift at joint 5 and 73 lb uplift at joint 3. 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 beprovided sufficient to support concentrated load(s) 50 lb down at 2-9-8, and 50 lb down at 2-9-8 on top chord, and 286 lb up at 2-9-8, and 286 lb up at 2-9-8 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, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Job Truss Truss Type Qty Ply WF48 S I42966352G3Jack-Open Girder 2 1WF48 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. Fri Sep 25 11:25:49 Page: 1 ID:Hf7wtNxcv0?2hB_41Cy7azzM9TP-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x6 =2x4 7 65 1 2 8 34 1-4-4 -1-4-4 0-3-8 4-0-0 3-8-8 3-8-8 0-3-8 4-0-0 3-8-8 3-8-87-11-03-11-07-11-0Scale = 1:49.7 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 0.28 Vert(LL)-0.01 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)-0.03 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)-0.01 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 6-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6= Mechanical, 7=0-3-8 Max Horiz 7=321 (LC 6) Max Uplift 4=-119 (LC 8), 6=-400 (LC 6) Max Grav 4=63 (LC 7), 6=282 (LC 8), 7=256 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-223/0, 1-2=0/106, 2-8=-96/0, 3-8=-72/74, 3-4=-96/44 BOT CHORD 6-7=-262/0, 5-6=0/0 WEBS 3-6=-240/153, 2-6=0/378 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 6 and 119 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966353G4Jack-Open 8 1WF48 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. Fri Sep 25 11:25:50 Page: 1 ID:jO?wO3awzWNghqbCcxL3VTzM9ys-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =8x8 =3x4 =4x6 =10x10 =2x4 =3x6 =6x14 8 11 12 7 13 14 6 1 5 4 2 9 10 3 2-4-0 2-4-0 2-0-8 4-4-7 2-4-8 6-9-0 2-4-8 9-1-8 4-4-7 4-4-7 4-9-1 9-1-81-7-61-2-135-11-14Scale = 1:39.4 Plate Offsets (X, Y):[6:0-8-14,0-2-0], [7:0-5-0,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(TL)-0.06 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.91 Horiz(TL)0.01 6 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 131 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-1:2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 1-9-2 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)6=0-3-8, 8=0-3-8 Max Horiz 8=-3 (LC 10) Max Grav 6=4036 (LC 1), 8=4547 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1424/0, 2-9=-3124/0, 3-9=-3043/0, 3-10=-3059/0, 4-10=-3153/0, 4-5=-3212/0, 5-6=-3188/0, 1-8=-1108/0 BOT CHORD 8-11=0/1923, 11-12=0/1923, 7-12=0/1923, 7-13=0/2198, 13-14=0/2198, 6-14=0/2198 WEBS 3-7=0/4133, 2-8=-1973/0, 2-7=0/615, 4-7=0/160 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 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 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1806 lb down at 1-3-11, 2025 lb down at 3-3-11, and 2341 lb down at 5-4-3, and 1932 lb down at 7-4-3 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: 1-3=-60, 3-6=-60, 6-8=-20 Concentrated Loads (lb) Vert: 11=-1806 (B), 12=-2025 (B), 13=-2108 (B), 14=-1932 (B) Job Truss Truss Type Qty Ply WF48 S I42966354HCommon Girder 1 2WF48 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. Fri Sep 25 11:25:50 Page: 1 ID:ActNddM8tjPMAcie7wwnBQzLqaZ-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x4 =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 = 1:30.8 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 0.99 Vert(LL)0.16 5-6 >482 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.52 Vert(TL)-0.27 5-6 >286 180 TCDL 10.0 Rep Stress Incr NO WB 0.10 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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 (3-9-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=75 (LC 6) Max Uplift 4=-84 (LC 6), 5=-32 (LC 6), 6=-240 (LC 6) Max Grav 4=303 (LC 11), 5=143 (LC 5), 6=497 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-7=-127/209, 3-7=-101/220, 3-4=-3/50, 4-5=0/0, 2-6=-365/252 BOT CHORD 6-8=-2/113, 5-8=-2/113 WEBS 3-5=-134/53, 3-6=-258/6 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 84 lb uplift at joint 4, 32 lb uplift at joint 5 and 240 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. 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down at 1-8-8 on top chord, and 180 lb up at 1-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Job Truss Truss Type Qty Ply WF48 S I42966355J1Monopitch Girder 2 1WF48 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. Fri Sep 25 11:25:50 Page: 1 ID:6CEcf2Fs26EymiuisQWNOMzM9ZS-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.43 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 0.14 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=81 (LC 6) Max Uplift 5=-67 (LC 6), 6=-84 (LC 6) Max Grav 5=371 (LC 11), 6=606 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-177/248, 3-7=0/79, 4-7=0/79, 4-5=-181/50, 2-6=-438/270 BOT CHORD 5-6=0/72 WEBS 3-5=-143/65, 3-6=-178/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 3)Unbalanced snow loads have been considered for thisdesign. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 84 lb uplift at joint 6 and 67 lb uplift at joint 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 WF48 S I42966356J1AHalf Hip 2 1WF48 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. Fri Sep 25 11:25:50 Page: 1 ID:3PxfnAu6ZOwRdsSuT3yo2YzM9Yd-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x6 =3x6 =3x6 6 54 1 2 7 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 Loading (psf)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)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 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 IRC2006/TPI2002 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=75 (LC 6) Max Uplift 3=-98 (LC 7), 5=-73 (LC 6), 6=-88 (LC 6) Max Grav 3=70 (LC 6), 5=50 (LC 5), 6=358 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-340/99, 1-2=0/119, 2-7=-77/67, 3-7=-63/77, 3-5=0/0 BOT CHORD 5-6=-48/0, 4-5=0/0 WEBS 2-5=0/130 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 6, 98 lb uplift at joint 3 and 73 lb uplift at joint 5. 9)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 WF48 S I42966357J1BDiagonal Hip Girder 2 1WF48 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. Fri Sep 25 11:25:50 Page: 1 ID:Hzme7lMRUNwSuLEUXuB0OmzM9ac-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 1-8-8 1-8-8 0-1-3 1-8-8 1-7-5 1-7-53-7-81-11-03-7-8Scale = 1:31.1 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 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 IRC2006/TPI2002 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=181 (LC 6) Max Uplift 3=-57 (LC 7), 4=-159 (LC 6) Max Grav 3=19 (LC 6), 4=31 (LC 5), 5=254 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-238/0, 1-2=0/106, 2-3=-64/12 BOT CHORD 4-5=-154/0 WEBS 2-4=0/228 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 159 lb uplift at joint 4 and 57 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966358J1CJack-Open 2 1WF48 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. Fri Sep 25 11:25:51 Page: 1 ID:1Q8yXEepcxMzh7fy0H6xz6zM9bY-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.61 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 0.23 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=83 (LC 6) Max Uplift 5=-61 (LC 6), 6=-77 (LC 6) Max Grav 5=309 (LC 11), 6=643 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-219/273, 3-4=0/96, 4-5=-114/31, 2-6=-496/294 BOT CHORD 5-6=0/76 WEBS 3-5=-212/72, 3-6=-222/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 77 lb uplift at joint 6 and 61 lb uplift at joint 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 WF48 S I42966359J1DHalf Hip 1 1WF48 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. Fri Sep 25 11:25:51 Page: 1 ID:EneEflEgz?RT_9bG6xTMARzM9YB-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6 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 = 1:32.5 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 0.49 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 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 IRC2006/TPI2002 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=193 (LC 6) Max Uplift 3=-40 (LC 7), 4=-132 (LC 6) Max Grav 3=23 (LC 8), 4=40 (LC 5), 5=248 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-228/0, 1-2=0/106, 2-6=-66/0, 3-6=-32/8 BOT CHORD 4-5=-166/0 WEBS 2-4=0/220 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 40 lb uplift at joint 3 and 132 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966360J2Jack-Open 2 1WF48 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. Fri Sep 25 11:25:51 Page: 1 ID:qKB6zXEcE6P3xhWuQiYWxLzM9ee-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x8 =3x6 5 4 1 2 6 3 2-1-6 -2-1-6 3-2-1 3-2-1 0-0-5 0-0-5 3-1-12 3-2-13-11-61-11-03-11-6Scale = 1:30.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.46 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 IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-2-0 Max Horiz 5=190 (LC 6) Max Uplift 3=-57 (LC 6), 4=-21 (LC 6), 5=-36 (LC 6) Max Grav 3=57 (LC 8), 4=53 (LC 5), 5=372 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-318/92, 1-2=0/122, 2-6=-72/0, 3-6=-39/19 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 at joint(s) 5. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 5, 57 lb uplift at joint 3 and 21 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966361J2AJack-Open Girder 1 1WF48 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. Fri Sep 25 11:25:51 Page: 1 ID:Bq1r9si424KX6h?OCOlf0azM9e1-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 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 0.33 Vert(LL)-0.04 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(TL)-0.10 4-5 >600 180 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=291 (LC 6) Max Uplift 3=-114 (LC 6), 4=-64 (LC 6) Max Grav 3=149 (LC 8), 4=97 (LC 5), 5=299(LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-251/0, 1-2=0/106, 2-6=-121/0, 3-6=-92/79 BOT CHORD 4-5=-264/0 WEBS 2-4=0/280 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 114 lb uplift at joint 3 and 64 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966362J3Jack-Open 13 1WF48 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. Fri Sep 25 11:25:51 Page: 1 ID:Cw8ZR7Xk1_utG7BSBgzcnwzM9cz-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 6 10 11 54 1 2 7 8 9 3 2-1-6 -2-1-6 4-4-1 4-4-1 0-0-7 0-0-7 0-4-0 4-4-1 3-11-10 4-0-14-8-61-11-04-8-6Scale = 1:32.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)0.05 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 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 IRC2006/TPI2002 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=215 (LC 6) Max Uplift 3=-56 (LC 6), 5=-112 (LC 6), 6=-172 (LC 6) Max Grav 3=77 (LC 8), 5=86 (LC 5), 6=316 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-276/91, 1-2=0/122, 2-7=-99/38, 7-8=-54/0, 8-9=-82/0, 3-9=-55/25 BOT CHORD 6-10=-188/0, 10-11=-188/0, 5-11=-188/0, 4-5=0/0 WEBS 2-5=0/204 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)This truss is not designed to support a ceiling and is notintended for use where aesthetics are a consideration. 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 172 lb uplift at joint 6, 56 lb uplift at joint 3 and 112 lb uplift at joint 5. 10)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 70 lb down and 127 lb up at 1-3-12, and 76 lb down and 124 lb up at 1-9-13 on top chord, and 66 lb up at 1-3-12, and 99 lb up at 1-9-13 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the faceof the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=42 (F), 8=40 (B) Job Truss Truss Type Qty Ply WF48 S I42966363J3ADiagonal Hip Girder 1 1WF48 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. Fri Sep 25 11:25:52 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 IRC2006/TPI2002 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=-20 (LC 4), 4=-20 (LC 4) Max Grav 3=63 (LC 1), 4=63 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-48/29, 1-2=-4/44, 2-3=-48/29 BOT CHORD 3-4=0/42 NOTES 1)Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 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 tobearing plate capable of withstanding 20 lb uplift at joint 4 and 20 lb uplift at joint 3. 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 WF48 S I42966364J3BFlat Supported Gable 1 1WF48 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. Fri Sep 25 11:25:52 Page: 1 ID:gNEMCGl0oW9KQvawESIqVjzM9ch-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.21 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 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 IRC2006/TPI2002 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=-42 (LC 4), 4=-10 (LC 4) Max Grav 3=136 (LC 1), 4=388 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-354/30, 1-2=0/43, 2-3=-102/63 BOT CHORD 3-4=0/43 WEBS 1-3=0/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5)Provide adequate drainage to prevent water ponding. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 10 lb uplift at joint 4 and 42 lb uplift at joint 3. 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 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=-252 Job Truss Truss Type Qty Ply WF48 S I42966365J3CFlat Structural Gable 1 1WF48 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. Fri Sep 25 11:25:52 Page: 1 ID:Y9Tt2eoXskfmvWthTIMmgZzM9cd-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6 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 0.49 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=208 (LC 6) Max Uplift 3=-57 (LC 6), 4=-55 (LC 6) Max Grav 3=95 (LC 8), 4=71 (LC 5), 5=253(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/0, 1-2=0/96, 2-6=-80/0, 3-6=-44/45 BOT CHORD 4-5=-184/0 WEBS 2-4=0/200 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic loadcombinations, which include cases with reductions formultiple concurrent 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 tobearing plate capable of withstanding 57 lb uplift at joint 3 and 55 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966366J3DJack-Open 1 1WF48 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. Fri Sep 25 11:25:52 Page: 1 ID:RkIgbST1veby?zaFBLsfO9zM9bm-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x8 =6x8 =3x4 5 4 1 2 6 3 2-1-11 -2-1-11 2-11-11 2-11-11 0-1-13 2-11-11 2-9-14 2-9-143-9-141-11-03-9-14Scale = 1:30.6 Plate Offsets (X, Y):[2:0-3-8,Edge], [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 0.91 Vert(LL)0.13 4 >248 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)-0.18 4 >185 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.11 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E 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 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5=0-3-8 Max Horiz 5=186 (LC 6) Max Uplift 3=-76 (LC 6), 5=-37 (LC 6) Max Grav 3=67 (LC 5), 5=378 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/123, 2-6=-61/9, 3-6=-48/33, 2-5=-351/75 BOT CHORD 4-5=-101/7 WEBS 2-4=-9/118 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic loadcombinations, which include cases with reductions for multiple concurrent 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 76 lb uplift at joint 3 and 37 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966367J3EJack-Open Girder 1 1WF48 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. Fri Sep 25 11:25:53 Page: 1 ID:Y9Tt2eoXskfmvWthTIMmgZzM9cd-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-2-11 1-2-11 1-4-4 -1-4-4 0-1-1 1-2-11 1-1-9 1-1-92-8-81-8-52-8-8Scale = 1:37.9 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 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 IRC2006/TPI2002 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=45 (LC 6) Max Uplift 3=-95 (LC 7), 4=-88 (LC 6), 5=-30 (LC 6) Max Grav 3=51 (LC 6), 4=22 (LC 5), 5=277 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-266/37, 1-2=0/96, 2-3=-74/32 BOT CHORD 4-5=-69/0 WEBS 2-4=0/116 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 30 lb uplift at joint 5, 88 lb uplift at joint 4 and 95 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966368J3FJack-Open 1 1WF48 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. Fri Sep 25 11:25:53 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-1-6 1-1-6 1-4-4 -1-4-4 0-1-0 1-1-6 1-0-6 1-0-63-0-61-11-03-0-6Scale = 1:39 Plate Offsets (X, Y):[4:0-0-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=53 (LC 6) Max Uplift 3=-108 (LC 7), 4=-135 (LC 6), 5=-6 (LC 6) Max Grav 3=76 (LC 6), 4=19 (LC 5), 5=287 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-277/12, 1-2=0/106, 2-3=-90/53 BOT CHORD 4-5=-80/0 WEBS 2-4=0/162 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 6 lb uplift at joint 5, 135 lb uplift at joint 4 and 108 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966369J3GJack-Open 1 1WF48 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. Fri Sep 25 11:25:53 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 8 4 1 2 6 7 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 0.58 Vert(LL)0.12 4-5 >478 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(TL)-0.17 4-5 >335 180 TCDL 10.0 Rep Stress Incr NO WB 0.11 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 9-9-7 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=291 (LC 6) Max Uplift 3=-123 (LC 6), 4=-163 (LC 6), 5=-11 (LC 6) Max Grav 3=178 (LC 8), 4=169 (LC 5), 5=388 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-273/0, 1-2=0/106, 2-6=-145/0, 6-7=-105/51, 3-7=-98/100 BOT CHORD 5-8=-264/0, 4-8=-264/0 WEBS 2-4=0/280 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 5, 123 lb uplift at joint 3 and 163 lb uplift at joint 4. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 68 lb up at 2-10-5 on top chord, and 149 lb down and 178 lb up at 2-10-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-59 (F), 8=-149 (F) Job Truss Truss Type Qty Ply WF48 S I42966370J3HJack-Open Girder 1 1WF48 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. Fri Sep 25 11:25:53 Page: 1 ID:GufxrVXoUUL6ju2PYcz3eQzM9bg-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 3-3-1 3-3-15-1-40-0-45-1-4Scale = 1:33.9 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 0.32 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 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-3-1, 4=3-3-1, 5=3-3-1 Max Horiz 1=33 (LC 6) Max Uplift 5=-191 (LC 6) Max Grav 1=104 (LC 6), 4=46 (LC 1), 5=142 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-137/43, 2-3=-46/68, 3-4=-37/0 BOT CHORD 1-5=0/71, 4-5=0/71 WEBS 2-5=-106/213 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966371L01Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:54 Page: 1 ID:C1UE9SAd1xHdcEWwWwxfQazMBLA-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 14.1412=3x4 =3x4 =3x4 =4x6 =3x4 =3x4 1 21 20 19 1817 16 15 14 13 12 112 103 4 95 8622 7 8-5-14 17-10-3 9-4-5 9-4-5 0-10-11 17-10-3 16-11-8 16-11-811-0-100-0-41-0-10Scale = 1:76 Plate Offsets (X, Y):[7:Edge,0-1-14], [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 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-4:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 18-12:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except*17-6,16-7,15-8:2x4 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, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 6-17, 7-16, 8-15 REACTIONS (size)1=17-10-3, 11=17-10-3, 12=17-10-3, 13=17-10-3, 14=17-10-3, 15=17-10-3, 16=17-10-3, 17=17-10-3,19=17-10-3, 20=17-10-3,21=17-10-3 Max Horiz 1=27 (LC 6) Max Uplift 12=-218 (LC 6), 13=-108 (LC 6), 14=-98 (LC 6), 15=-79 (LC 6), 17=-77 (LC 6), 19=-102 (LC 6), 20=-97 (LC 6), 21=-83 (LC 6) Max Grav 1=200 (LC 6), 11=348 (LC 6), 12=53 (LC 5), 13=167 (LC 8), 14=159 (LC 1), 15=193 (LC 8), 16=208 (LC 6), 17=182 (LC 7), 19=160 (LC 1), 20=165 (LC 7), 21=139 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-264/1, 2-3=-179/15, 3-4=-80/0, 4-5=-51/12, 5-6=-80/65, 6-22=-94/145, 7-22=-33/161, 7-8=-103/161, 8-9=-79/64,9-10=-83/10, 10-11=-188/20 BOT CHORD 1-21=0/154, 20-21=0/154, 19-20=0/154, 18-19=0/154, 17-18=0/154, 16-17=0/154, 15-16=0/154, 14-15=0/154, 13-14=0/154, 12-13=0/154, 11-12=-15/279 WEBS 2-21=-103/99, 3-20=-124/122, 5-19=-120/126, 6-17=-142/102, 7-16=-184/0, 8-15=-154/103, 9-14=-117/122, 10-13=-134/132 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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 218 lb uplift at joint 12, 83 lb uplift at joint 21, 97 lb uplift at joint 20, 102 lb uplift at joint 19, 77 lb uplift at joint 17, 79 lb uplift at joint 15, 98 lb uplift at joint 14 and 108 lb uplift at joint 13. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966372L02Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:54 Page: 1 ID:Cv60mHUsrnmD5Qgs7jMyZ6zMA8b-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 14.1412 =3x4 =3x4 =3x4 =3x4 =4x6 =3x4 1 21 20 1918 17 2 16 3 4 15 5 14 13 6 12 7 1122810 9 3-4-11 17-7-12 14-3-1 14-3-1 6-9-4 6-9-4 4-6-6 17-7-12 6-4-3 13-1-716-9-130-0-412-9-14Scale = 1:94.3 Plate Offsets (X, Y):[9:Edge,0-1-14], [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 0.14 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 0.18 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 9-11:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 18-14:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except*17-6,16-7,15-8,13-9:2x4 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, Except: 6-0-0 oc bracing: 13-15. REACTIONS (size)1=17-7-12, 11=17-7-12, 12=17-7-12, 13=17-7-12, 15=17-7-12, 16=17-7-12, 17=17-7-12, 18=17-7-12, 19=17-7-12, 20=17-7-12, 21=17-7-12 Max Horiz 1=382 (LC 6) Max Uplift 11=-84 (LC 6), 12=-70 (LC 6), 15=-82 (LC 6), 16=-101 (LC 6), 17=-99 (LC 6), 18=-9 (LC 8), 19=-102 (LC 6), 20=-93 (LC 6), 21=-107 (LC 6) Max Grav 1=383 (LC 6), 11=67 (LC 8), 12=219 (LC 8), 13=211 (LC 6), 15=162 (LC 7), 16=161 (LC 1), 17=158 (LC 1), 18=37 (LC 6), 19=151 (LC 7), 20=157 (LC 1), 21=178 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-508/33, 2-3=-398/28, 3-4=-288/0, 4-5=-278/29, 5-6=-179/29, 6-7=-69/29, 7-8=-68/63, 8-9=-67/162, 9-10=-104/160,10-22=-2/76, 11-22=-43/70 BOT CHORD 1-21=-25/16, 20-21=-25/16, 19-20=-25/16, 18-19=-25/16, 17-18=-46/40, 16-17=-48/41, 15-16=-49/41, 14-15=-48/13, 13-14=-32/41, 12-13=-49/40, 11-12=-43/27 WEBS 2-21=-127/121, 3-20=-119/120, 5-19=-119/119, 6-17=-121/120, 7-16=-120/125, 8-15=-122/106, 9-13=-185/0, 10-12=-180/85 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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)Bearing at joint(s) 11, 13, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 11, 9 lb uplift at joint 18, 107 lb uplift at joint 21, 93 lb uplift at joint 20, 102 lb uplift at joint 19, 99 lb uplift at joint 17, 101 lb uplift at joint 16, 82 lb uplift at joint 15 and 70 lb uplift at joint 12. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 17, 16, 15, 13, 12. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966373L03Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:54 Page: 1 ID:W3dxy6BEAb3?2K60WuPYvKzMA7h-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.15 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 0.04 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=96 (LC 4) Max Uplift 4=-88 (LC 4), 6=-34 (LC 4), 7=-13 (LC 4) Max Grav 4=57 (LC 1), 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=0/48, 2-3=0/48, 3-4=0/44 BOT CHORD 6-7=-48/0, 5-6=-49/1, 4-5=-91/21 WEBS 2-6=-105/63, 3-5=-139/84 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 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 13 lb uplift at joint 7, 88 lb uplift at joint 4 and 34 lb uplift at joint 6. 11)Beveled plate or shim required to provide full bearingsurface with truss chord at joint(s) 4. 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 WF48 S I42966374L05Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:54 Page: 1 ID:OhiFcrjsRmyEW9SaetFCl3zMBKT-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.08 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 0.07 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 55 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 3-10:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 11-10:2x4 SPF Stud/ No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS (size)1=15-3-6, 10=15-3-6, 11=15-3-6, 12=15-3-6, 13=15-3-6, 14=15-3-6, 15=15-3-6, 16=15-3-6, 17=15-3-6 Max Horiz 1=79 (LC 6) Max Uplift 10=-24 (LC 6), 11=-3 (LC 6), 12=-16 (LC 6), 13=-19 (LC 6), 14=-18 (LC 6), 15=-20 (LC 6), 16=-14 (LC 6), 17=-76 (LC 6) Max Grav 1=96 (LC 11), 10=122 (LC 10), 11=299 (LC 10), 12=316 (LC 10), 13=314 (LC 10), 14=314 (LC 10), 15=313 (LC 10), 16=322 (LC 10), 17=187 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-91/57, 2-3=-107/22, 3-4=-31/13, 4-5=-31/13, 5-6=-31/13, 6-7=-31/13, 7-8=-31/13, 8-9=-31/13, 9-10=-15/11 BOT CHORD 1-17=-13/31, 16-17=-13/31, 15-16=-13/31, 14-15=-13/31, 13-14=-13/31, 12-13=-13/31, 11-12=-14/31, 10-11=-28/27 WEBS 2-17=-133/84, 4-16=-281/40, 5-15=-273/43, 6-14=-274/43, 7-13=-273/42, 8-12=-277/43, 9-11=-269/40 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic loadcombinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 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 tobearing plate capable of withstanding 24 lb uplift at joint 10, 3 lb uplift at joint 11, 76 lb uplift at joint 17, 14 lb uplift at joint 16, 20 lb uplift at joint 15, 18 lb uplift at joint 14, 19 lb uplift at joint 13 and 16 lb uplift at joint 12. 11)Non Standard bearing condition. Review required. 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 WF48 S I42966375L06Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:54 Page: 1 ID:ze9zBxdqbiXY8e3TWV0jozzMBFR-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 12 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 0.66 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 0.09 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=71 (LC 6) Max Uplift 8=-214 (LC 6), 9=-194 (LC 6), 10=-217 (LC 6) Max Grav 1=324 (LC 6), 7=208 (LC 6), 8=196 (LC 7), 9=153 (LC 1), 10=177 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-402/59, 2-3=-179/48, 3-4=-49/26, 4-5=0/55, 5-12=-72/253, 6-12=0/265, 7-11=-199/0, 6-11=-199/0 BOT CHORD 1-10=0/184, 9-10=0/184, 8-9=0/184, 7-8=0/184 WEBS 3-9=-116/217, 2-10=-133/244, 5-8=-151/241 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic loadcombinations, which include cases with reductions for multiple concurrent live loads. 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 tobearing plate capable of withstanding 194 lb uplift at joint 9, 217 lb uplift at joint 10 and 214 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966376L07Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:55 Page: 1 ID:YJ2kYOGHaDqc3oMUp5OaRUzMBiI-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 18.7412=2x4 =3x4 =2x4 =2x4 =3x4 =5x6 =2x4 =2x4 =2x4 =3x4 =2x4 7 68 5910 411 3 1 2 0-2-4 -0-2-4 0-7-0 0-7-0 7-10-15 8-5-14 1-6-6 8-5-14 3-3-3 6-11-8 3-8-4 3-8-412-4-40-6-1510-10-610-6-1410-10-61-5-1412-4-4Scale = 1:85 Plate Offsets (X, Y):[1:0-0-0,0-0-1], [2:Edge,0-3-6], [4:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 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 IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 4-6:2x4 SPFNo.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=8-5-12, 6=8-5-12, 7=8-5-12, 8=8-5-12, 9=8-5-12, 11=8-5-12 Max Horiz 1=-383 (LC 6) Max Uplift 7=-651 (LC 6), 8=-164 (LC 6), 9=-206 (LC 6), 11=-181 (LC 6) Max Grav 1=593 (LC 6), 6=514 (LC 6), 7=20 (LC 5), 8=171 (LC 1), 9=156 (LC 9), 11=169 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/32, 2-3=-70/3, 3-4=-215/36, 4-5=-410/20, 5-6=-632/36 BOT CHORD 1-11=-34/738, 10-11=0/743, 9-10=-26/724, 8-9=-23/725, 7-8=0/771, 6-7=0/385 WEBS 4-9=-108/215, 3-11=-124/208, 5-8=-135/242 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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)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. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 651 lb uplift at joint 7, 206 lb uplift at joint 9, 181 lb uplift at joint 11 and 164 lb uplift at joint 8. 10)Non Standard bearing condition. Review required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966377L08Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:55 Page: 1 ID:OhiFcrjsRmyEW9SaetFCl3zMBKT-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 30 142 133 4 1210291195 28 86 27 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 0.14 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 0.16 Horiz(TL)0.00 15 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 118 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-12,1-4:2x4 SPFStud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 23-15:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except*22-6,21-7,20-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-22, 7-21, 8-20 REACTIONS (size)1=20-8-12, 15=20-8-12, 16=20-8-12, 17=20-8-12, 18=20-8-12, 19=20-8-12, 20=20-8-12, 21=20-8-12,22=20-8-12, 24=20-8-12,25=20-8-12, 26=20-8-12 Max Uplift 16=-77 (LC 6), 17=-97 (LC 6), 18=-40 (LC 6), 19=-65 (LC 6), 20=-76 (LC 6), 22=-71 (LC 6), 24=-97 (LC 6), 25=-91 (LC 6), 26=-79 (LC 6) Max Grav 1=179 (LC 6), 15=180 (LC 6), 16=257 (LC 17), 17=298 (LC 17), 18=238 (LC 16), 19=260 (LC 17), 20=310 (LC 17), 21=228 (LC 6), 22=200 (LC 7), 24=160 (LC 1), 25=165 (LC 7), 26=140 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-237/17, 2-3=-154/30, 3-4=-74/0, 4-5=-31/27, 5-6=-71/81, 6-27=-101/161, 7-27=-15/172, 7-8=-146/173, 8-28=-22/78, 9-28=-134/70, 9-10=-10/59, 10-29=-28/0, 11-29=-28/0, 11-12=-28/0, 12-13=-140/15, 13-14=-158/57, 14-30=-229/31, 15-30=-238/0 BOT CHORD 1-26=0/164, 25-26=0/164, 24-25=0/164, 23-24=0/164, 22-23=0/164, 21-22=0/164, 20-21=0/164, 19-20=0/164, 18-19=0/164, 17-18=0/164, 16-17=0/164, 15-16=0/164 WEBS 2-26=-103/95, 3-25=-124/116, 5-24=-120/121, 6-22=-160/95, 7-21=-204/0, 8-20=-270/100, 9-19=-220/89, 11-18=-198/64, 13-17=-257/122, 14-16=-219/92 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 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 79 lb uplift at joint 26, 91 lb uplift at joint 25, 97 lb uplift at joint 24, 71 lb uplift at joint 22, 76 lb uplift at joint 20, 65 lb uplift at joint 19, 40 lb uplift at joint 18, 97 lb uplift at joint 17 and 77 lb uplift at joint 16. 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 WF48 S I42966378L09Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:55 Page: 1 ID:icXxMBA6Z_kjjXfX7LL0YwzMA57-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 =3x4 =3x4 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 =2x8 1 44 43 42 41 40 39 3837 36 35 34 3332 31 30 29 28 27 26 25 24 2 45 3 23 2021 224 19 5 184948674689101112471314151617 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 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.24 Horiz(TL)0.00 25 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 6) Max Uplift 26=-117 (LC 6), 27=-82 (LC 6), 30=-19 (LC 6), 31=-15 (LC 6), 32=-15 (LC 6), 34=-15 (LC 6), 35=-15 (LC 6), 36=-15 (LC 6), 38=-13 (LC 6), 39=-34 (LC 6), 42=-91 (LC 6), 43=-70 (LC 6),44=-62 (LC 6) Max Grav 1=78 (LC 6), 25=63 (LC 27), 26=188 (LC 18), 27=292 (LC 19), 28=197 (LC 18), 29=319 (LC 18), 30=289 (LC 18), 31=301 (LC 18), 32=250 (LC 18), 34=160 (LC 8), 35=226 (LC 18), 36=300 (LC 18), 38=293 (LC 18), 39=300 (LC 18), 40=265 (LC 18), 41=284 (LC 19), 42=295 (LC 19), 43=302 (LC 19), 44=250 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-103/72, 2-45=-91/2, 3-45=-21/103, 3-4=-96/98, 4-5=-97/180, 5-6=-91/196, 6-7=0/170, 7-46=0/170, 8-46=0/170, 8-9=0/170, 9-10=0/170, 10-11=0/170, 11-12=0/170, 12-47=0/170, 13-47=0/170, 13-14=0/170, 14-15=0/170, 15-16=0/170,16-17=0/170, 17-48=0/169, 48-49=0/169,18-49=-2/169, 18-19=-98/224,19-20=-28/117, 20-21=-2/71, 21-22=-2/71,22-23=-38/76, 23-25=-47/47 BOT CHORD 1-44=-2/71, 43-44=-2/71, 42-43=-2/71, 41-42=-2/71, 40-41=-2/71, 39-40=-2/71, 38-39=-2/71, 37-38=-2/71, 36-37=-2/71, 35-36=-2/71, 34-35=-2/71, 33-34=-2/71, 32-33=-2/71, 31-32=-2/71, 30-31=-2/71, 29-30=-2/71, 28-29=-2/71, 27-28=0/72,26-27=0/72, 25-26=0/72, 24-25=0/0 WEBS 2-44=-214/80, 3-43=-261/95, 4-42=-255/115, 5-41=-244/5, 7-40=-225/0, 8-39=-260/57, 9-38=-253/37, 10-36=-260/39, 11-35=-186/39, 12-34=-120/39, 13-32=-210/39, 15-31=-261/39, 16-30=-249/43, 17-29=-279/25,18-28=-158/0, 19-27=-250/118,21-26=-158/62 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic loadcombinations, which include cases with reductions for multiple concurrent 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 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. Job Truss Truss Type Qty Ply WF48 S I42966379L10Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:56 Page: 1 ID:9Weu4DVcoUNiDoANkbnVCvzMA0q-Mock Me Continued on page 2 September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 62 lb uplift at joint 44, 70 lb uplift at joint 43, 91 lb uplift at joint 42, 34 lb uplift at joint 39, 13 lb uplift at joint 38, 15 lb uplift at joint 36, 15 lb uplift at joint 35, 15 lb uplift at joint 34, 15 lb uplift at joint 32, 15 lb uplift at joint 31, 19 lb uplift at joint 30, 82 lb uplift at joint 27 and 117 lb uplift at joint 26. 12)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966379L10Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:56 Page: 2 ID:9Weu4DVcoUNiDoANkbnVCvzMA0q-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 16.9712=2x4 =2x4 =2x4 =4x6 =2x4 =3x4 =2x4 =2x4 1 8 7 6 5 2 3 4 1-10-12 5-0-4 3-1-8 3-1-8 0-4-9 5-0-4 4-7-11 4-7-114-5-50-0-43-4-130-6-70-6-70-6-11-0-8Scale = 1:41.5 Plate Offsets (X, Y):[3:0-2-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 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 0.08 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=45 (LC 6) Max Uplift 6=-103 (LC 6), 7=-11 (LC 6), 8=-180 (LC 6) Max Grav 1=126 (LC 6), 5=119 (LC 10), 6=23 (LC 5), 7=172 (LC 10), 8=289 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-159/81, 2-3=-128/55, 3-4=-3/58, 4-5=-117/31 BOT CHORD 1-8=0/57, 7-8=0/57, 6-7=0/59, 5-6=-3/125 WEBS 2-8=-254/201, 3-7=-133/34 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 103 lb uplift at joint 6, 180 lb uplift at joint 8 and 11 lb uplift at joint 7. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 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 WF48 S I42966380L11Lay-In Gable 2 1WF48 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. Fri Sep 25 11:25:56 Page: 1 ID:64_32PAAItm7m?jvpaFso0zMA_g-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 =3x4 =4x4 =3x4 1 16 15 14 13 12 11 10 9 82 73 64 1817 5 0-2-6 13-9-8 6-8-5 13-7-1 6-10-12 6-10-12 13-9-89-9-40-0-49-5-10Scale = 1:59.6 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 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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* 13-5:2x4 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 5-13 REACTIONS (size)1=13-9-8, 9=13-9-8, 10=13-9-8, 11=13-9-8, 12=13-9-8, 13=13-9-8, 14=13-9-8, 15=13-9-8, 16=13-9-8 Max Uplift 10=-119 (LC 6), 11=-155 (LC 6), 12=-126 (LC 6), 14=-126 (LC 6), 15=-155 (LC 6), 16=-119 (LC 6) Max Grav 1=254 (LC 6), 9=254 (LC 6), 10=135 (LC 8), 11=166 (LC 1), 12=168 (LC 8), 13=185 (LC 6), 14=168 (LC 7), 15=166 (LC 1), 16=135 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-303/2, 2-3=-191/16, 3-4=-88/15, 4-17=-90/126, 5-17=-35/138, 5-18=-35/138, 6-18=-90/126, 6-7=-88/15, 7-8=-191/16, 8-9=-303/2 BOT CHORD 1-16=0/176, 15-16=0/176, 14-15=0/176, 13-14=0/176, 12-13=0/176, 11-12=0/176, 10-11=0/176, 9-10=0/176 WEBS 5-13=-161/0, 4-14=-128/150, 3-15=-125/180, 2-16=-103/131, 6-12=-128/150, 7-11=-125/180, 8-10=-103/131 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for thisdesign. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)All plates are 1x4 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 bottomchord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 14, 155 lb uplift at joint 15, 119 lb uplift at joint 16, 126 lb uplift at joint 12, 155 lb uplift at joint 11 and 119 lb uplift at joint 10. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966381L12Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:56 Page: 1 ID:9oKzePwTZYLgUzMrCSU7ecya6Te-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 14.1412=3x4 =4x5 =3x4 =3x4 =4x9 =3x4 =3x4131211 10 14 15 16 17 7 8 918 619 5 1 20 42 3 0-2-7 -0-2-7 3-2-10 14-10-14 3-2-11 3-2-11 8-5-9 11-8-4 4-0-5 14-10-14 4-6-6 10-10-9 6-4-3 6-4-317-1-30-5-137-1-812-9-145-8-512-9-144-3-617-1-3Scale = 1:95.5 Plate Offsets (X, Y):[7:0-4-8,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 0.37 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 0.72 Horiz(TL)0.01 10 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 3-7:2x4 SPFNo.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 1-16:2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 *Except* 19-2,12-7,11-8:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 11-12,10-11. REACTIONS (size)1=14-10-14, 10=14-10-14, 11=14-10-14, 12=14-10-14, 13=14-10-14, 14=14-10-14, 15=14-10-14, 17=14-10-14, 18=14-10-14, 19=14-10-14 Max Horiz 1=-374 (LC 6) Max Uplift 1=-306 (LC 6), 11=-38 (LC 6), 12=-146 (LC 6), 13=-147 (LC 6), 14=-113 (LC 6), 15=-110 (LC 6), 17=-74 (LC 6) Max Grav 1=25 (LC 18), 10=89 (LC 15), 11=245 (LC 15), 12=214 (LC 16), 13=23 (LC 5), 14=326 (LC 16), 15=281 (LC 16), 17=317 (LC 16), 18=742 (LC 6), 19=192 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-17/528, 2-20=0/533, 2-3=-68/519, 3-4=-98/537, 4-5=-80/441, 5-6=-90/322, 6-7=-95/197, 7-8=-4/91, 8-9=-1/91, 9-10=-77/81 BOT CHORD 1-19=-27/194, 18-19=-33/195, 17-18=-33/178, 16-17=-13/178, 15-16=-33/161, 14-15=-32/178, 13-14=-23/181, 12-13=-8/109, 11-12=0/99, 10-11=0/99 WEBS 5-15=-240/135, 4-17=-277/98, 3-18=-731/0, 2-19=-153/0, 6-14=-290/140, 7-12=-182/203, 8-11=-209/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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)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)Bearing at joint(s) 1, 17, 18, 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at joint 1, 147 lb uplift at joint 13, 110 lb uplift at joint 15, 74 lb uplift at joint 17, 113 lb uplift at joint 14, 146 lb uplift at joint 12 and 38 lb uplift at joint 11. 14)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 15, 17, 18, 19, 14. 15)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 WF48 S I42966382L13Lay-In Gable 1 1WF48 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. Fri Sep 25 11:25:57 Page: 1 ID:xfKqUfqe5_HfUjWa9sE1H1ya6Kj-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x8 =2x8 5 4 1 2 3 0-8-6 -0-8-6 1-10-5 1-10-5 1-10-53-1-53-1-5Scale = 1:29 Plate Offsets (X, Y):[5:0-4-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.30 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 IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=117 (LC 6) Max Uplift 3=-60 (LC 6), 4=-38 (LC 6) Max Grav 3=40 (LC 1), 4=32 (LC 5), 5=139 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-43/16, 2-5=-117/9 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 4 and 60 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966383M01Jack-Open 1 1WF48 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. Fri Sep 25 11:25:57 Page: 1 ID:_kAgOhwy7BRBuNWcy9WQGyzMBIw-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =3x6 =3x6 =3x6 6 10 11 5 4 1 2 7 8 9 3 2-1-6 -2-1-6 4-4-14 4-4-14 4-4-144-8-131-11-04-8-13Scale = 1:31.9 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 0.69 Vert(LL)0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)-0.04 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 6=0-4-9 Max Horiz 6=78 (LC 6) Max Uplift 3=-38 (LC 7), 5=-62 (LC 6), 6=-198 (LC 6) Max Grav 3=84 (LC 8), 5=92 (LC 5), 6=341 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-302/152, 1-2=0/122, 2-7=-72/50, 7-8=-69/54, 8-9=-52/58, 3-9=-37/69, 3-5=0/0 BOT CHORD 6-10=-51/0, 10-11=-51/0, 5-11=-51/0, 4-5=0/0 WEBS 2-5=0/128 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 6, 38 lb uplift at joint 3 and 62 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 beprovided sufficient to support concentrated load(s) 66 lb down and 125 lb up at 1-8-12, and 3 lb down and 9 lb up at 2-3-1 on top chord, and 65 lb up at 1-8-12, and 1 lb down and 44 lb up at 2-3-1 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 faceof the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=41 (F), 11=-1 (B) Job Truss Truss Type Qty Ply WF48 S I42966384M02Diagonal Hip Girder 1 1WF48 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. Fri Sep 25 11:25:57 Page: 1 ID:A7tFGGFWXoyDFgf_b20_OszMBIU-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6 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 0.49 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 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 IRC2006/TPI2002 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=209 (LC 6) Max Uplift 3=-58 (LC 6), 4=-55 (LC 6) Max Grav 3=97 (LC 8), 4=72 (LC 5), 5=253(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/0, 1-2=0/96, 2-6=-81/0, 3-6=-45/46 BOT CHORD 4-5=-186/0 WEBS 2-4=0/201 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic loadcombinations, which include cases with reductions formultiple concurrent 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 tobearing plate capable of withstanding 58 lb uplift at joint 3 and 55 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966385M03Jack-Open 4 1WF48 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. Fri Sep 25 11:25:57 Page: 1 ID:puYxel_ji1BKcIzlIQdqVDzMBIq-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 7 8 4 1 2 6 3 1-4-4 -1-4-4 3-9-0 3-9-0 3-9-04-9-131-8-54-9-13Scale = 1:32.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)-0.02 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.50 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 IRC2006/TPI2002 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=69 (LC 6) Max Uplift 5=-43 (LC 6) Max Grav 3=93 (LC 8), 4=1123 (LC 1),5=1052 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-6=-80/28, 3-6=-11/50, 3-4=0/0, 2-5=-217/87 BOT CHORD 5-7=-47/0, 7-8=-47/0, 4-8=-47/0 WEBS 2-4=0/123 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 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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 43 lb uplift at joint 5. 11)Gap between inside of top chord bearing and firstdiagonal or vertical web shall not exceed 0.500in. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 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: 7=-955 (F), 8=-936 (F) Job Truss Truss Type Qty Ply WF48 S I42966386M04Monopitch Girder 1 2WF48 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. Fri Sep 25 11:25:58 Page: 1 ID:HTxlRCmMU?Tg_mlLtiJ8vvzMBKP-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-3-0 1-3-0 1-4-4 -1-4-4 0-1-2 1-3-0 1-1-15 1-1-152-8-131-8-52-8-13Scale = 1:38 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 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 IRC2006/TPI2002 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 6) Max Uplift 3=-92 (LC 7), 4=-86 (LC 6), 5=-30 (LC 6) Max Grav 3=49 (LC 6), 4=22 (LC 5), 5=275 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-264/36, 1-2=0/96, 2-3=-73/30 BOT CHORD 4-5=-69/0 WEBS 2-4=0/116 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 30 lb uplift at joint 5, 86 lb uplift at joint 4 and 92 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966387M05Jack-Open 1 1WF48 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. Fri Sep 25 11:25:58 Page: 1 ID:d9DDw6drJJyNYwr2AB5KQOzMBKb-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 4 3 1 2 1-1-13 1-1-133-0-131-11-03-0-13Scale = 1:28 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)0.00 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.22 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 IRC2006/TPI2002 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=88 (LC 4) Max Uplift 2=-70 (LC 4), 3=-56 (LC 4) Max Grav 2=29 (LC 1), 3=20 (LC 3), 4=117(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-48/0, 1-2=-58/16 BOT CHORD 3-4=0/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 56 lb uplift at joint 3 and 70 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966388M06Jack-Open 1 1WF48 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. Fri Sep 25 11:25:58 Page: 1 ID:ZYKzLne5rwC4oE_QIc8oVozMBKZ-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 =2x4 5 9 10 4 1 2 6 7 8 3 2-1-6 -2-1-6 4-5-8 4-5-8 0-0-7 0-0-7 4-5-1 4-5-84-9-41-11-04-9-4Scale = 1:35.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)0.05 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.26 Vert(TL)-0.05 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-4-9 Max Horiz 5=78 (LC 6) Max Uplift 4=-97 (LC 6), 5=-232 (LC 6) Max Grav 4=120 (LC 8), 5=323 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-281/161, 1-2=0/122, 2-6=-64/52, 6-7=-43/48, 7-8=-78/72, 3-8=-55/84, 3-4=-79/48 BOT CHORD 5-9=-51/0, 9-10=-51/0, 4-10=-51/0 WEBS 2-4=0/130 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for thisdesign. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 232 lb uplift at joint 5 and 97 lb uplift at joint 4. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 120 lb up at 1-9-11, and 69 lb down and 116 lb up at 2-4-1 on top chord, and 63 lb up at 1-9-11, and 94 lb up at 2-4-1 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, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=39 (F), 7=37 (B) Job Truss Truss Type Qty Ply WF48 S I42966389N01Diagonal Hip Girder 1 1WF48 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. Fri Sep 25 11:25:58 Page: 1 ID:tirvWdLTBlWsl8QahoAOs1zMBJf-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-2-7 1-2-7 1-4-4 -1-4-4 0-1-0 1-2-7 1-1-7 1-1-73-1-71-11-03-1-7Scale = 1:39.4 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=56 (LC 6) Max Uplift 3=-97 (LC 7), 4=-127 (LC 6), 5=-3 (LC 6) Max Grav 3=64 (LC 6), 4=21 (LC 5), 5=279 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-268/10, 1-2=0/106, 2-3=-84/44 BOT CHORD 4-5=-83/0 WEBS 2-4=0/157 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 3 lb uplift at joint 5, 127 lb uplift at joint 4 and 97 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966390N02Jack-Open 1 1WF48 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. Fri Sep 25 11:25:58 Page: 1 ID:W7oR_XXqwSMK?_?4NC13j6zMBPt-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 10 11 6 5 1 2 3 8 9 4 1-4-4 -1-4-4 2-11-7 2-11-7 3-4-0 6-3-7 6-3-74-10-71-11-04-8-70-1-154-8-74-8-70-1-154-10-7Scale = 1:33.7 Plate Offsets (X, Y):[3:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.09 6-7 >760 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.56 Vert(TL)-0.23 6-7 >304 180 TCDL 10.0 Rep Stress Incr NO WB 0.09 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 36 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 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6= Mechanical, 7=0-3-8 Max Horiz 7=80 (LC 6) Max Uplift 4=-55 (LC 6), 6=-71 (LC 6), 7=-118 (LC 6) Max Grav 4=191 (LC 11), 6=204 (LC 5), 7=583 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-152/235, 3-8=0/69, 8-9=0/69, 4-9=0/69, 4-6=0/0, 2-7=-402/259 BOT CHORD 7-10=-1/79, 10-11=-1/79, 6-11=-1/79, 5-6=0/0 WEBS 3-6=-139/64, 3-7=-160/1 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 55 lb uplift at joint 4, 71 lb uplift at joint 6 and 118 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. 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 15 lb up at 2-11-7, and 68 lb down and 15 lb up at 5-0-6 on top chord, and 33 lb down and 43 lb up at 3-0-3, and 33 lb down and 43 lb up at 5-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-39 (F), 9=-40 (F), 10=-17 (F), 11=-17 (F) Job Truss Truss Type Qty Ply WF48 S I42966391N03Half Hip Girder 1 1WF48 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. Fri Sep 25 11:25:58 Page: 1 ID:tirvWdLTBlWsl8QahoAOs1zMBJf-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =6x6 =3x6 =3x6 7 6 5 1 2 3 4 1-4-4 -1-4-4 1-8-0 6-3-7 4-7-7 4-7-7 6-3-76-6-71-11-06-4-70-1-156-4-76-4-70-1-156-6-7Scale = 1:40.3 Plate Offsets (X, Y):[3:0-4-1,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.07 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(TL)-0.17 6-7 >407 180 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-3:2x4 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)4= Mechanical, 6= Mechanical, 7=0-3-8 Max Horiz 7=84 (LC 6) Max Uplift 4=-24 (LC 6), 6=-28 (LC 6), 7=-73 (LC 6) Max Grav 4=82 (LC 11), 6=267 (LC 12), 7=604 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-211/272, 3-4=0/95, 4-6=0/0, 2-7=-485/294 BOT CHORD 6-7=0/80, 5-6=0/0 WEBS 3-6=-207/69, 3-7=-231/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 24 lb uplift at joint 4, 28 lb uplift at joint 6 and 73 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. 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966392N04Half Hip 1 1WF48 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. Fri Sep 25 11:25:59 Page: 1 ID:C1UE9SAd1xHdcEWwWwxfQazMBLA-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x10 =2x4 7 6 5 1 2 8 34 1-4-4 -1-4-4 6-3-7 6-3-7 6-3-78-2-71-11-08-2-7Scale = 1:47.5 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 0.85 Vert(LL)-0.07 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(TL)-0.17 6-7 >407 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-6:2x4 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)4= Mechanical, 6= Mechanical, 7=0-3-8 Max Horiz 7=96 (LC 6) Max Uplift 4=-626 (LC 8), 6=-598 (LC 6), 7=-33 (LC 6) Max Grav 4=519 (LC 6), 6=928 (LC 8), 7=311 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-8=-115/11, 3-8=0/153, 3-4=-457/367, 3-6=-863/582, 2-7=-253/68 BOT CHORD 6-7=-69/0, 5-6=0/0 WEBS 2-6=0/194 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)This truss is not designed to support a ceiling and is notintended for use where aesthetics are a consideration. 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 598 lb uplift at joint 6, 33 lb uplift at joint 7 and 626 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966393N05Monopitch41WF48 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. Fri Sep 25 11:25:59 Page: 1 ID:Cmyobezz1j814dif0r7fE?zMBLR-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x6 =3x6 7 6 5 1 2 8 3 4 1-4-4 -1-4-4 6-3-7 6-3-7 6-3-78-2-71-11-08-2-76-11-4Scale = 1:47.7 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 0.52 Vert(LL)-0.07 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(TL)-0.17 6-7 >407 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-6:2x4 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)3= Mechanical, 6= Mechanical, 7=0-3-8 Max Horiz 7=102 (LC 6) Max Uplift 3=-54 (LC 6), 6=-18 (LC 6), 7=-46 (LC 6) Max Grav 3=215 (LC 8), 6=129 (LC 5), 7=337 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-8=-134/20, 3-8=0/100, 3-4=-22/0, 3-6=0/0, 2-7=-279/81 BOT CHORD 6-7=-76/0, 5-6=0/0 WEBS 2-6=0/201 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 18 lb uplift at joint 6 and 46 lb uplift at joint 7. 9)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 WF48 S I42966394N06Monopitch41WF48 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. Fri Sep 25 11:25:59 Page: 1 ID:GwuvJaM1VYAUvY9puZiAXlzMBKx-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-3-12 1-3-12 1-4-4 -1-4-4 0-1-2 1-3-12 1-2-10 1-2-102-9-71-8-52-9-7Scale = 1:35.4 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 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 IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=48 (LC 6) Max Uplift 3=-86 (LC 7), 4=-83 (LC 6), 5=-28 (LC 6) Max Grav 3=43 (LC 6), 4=23 (LC 5), 5=271 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-259/35, 1-2=0/96, 2-3=-70/27 BOT CHORD 4-5=-71/0 WEBS 2-4=0/115 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 28 lb uplift at joint 5, 83 lb uplift at joint 4 and 86 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966395N07Jack-Open 1 1WF48 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. Fri Sep 25 11:26:00 Page: 1 ID:ZGpYnzRQri3VFdB9oYKpJDzMBKq-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6 3 1-4-4 -1-4-4 3-9-12 3-9-12 0-2-9 3-9-12 3-7-3 3-7-34-10-71-8-54-10-7Scale = 1:32.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.26 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 IRC2006/TPI2002 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=211 (LC 6) Max Uplift 3=-60 (LC 6), 4=-53 (LC 6) Max Grav 3=99 (LC 8), 4=73 (LC 5), 5=255(LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-218/0, 1-2=0/96, 2-6=-82/0, 3-6=-46/47 BOT CHORD 4-5=-187/0 WEBS 2-4=0/202 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic loadcombinations, which include cases with reductions formultiple concurrent 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 tobearing plate capable of withstanding 60 lb uplift at joint 3 and 53 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966396N08Jack-Open 2 1WF48 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. Fri Sep 25 11:26:00 Page: 1 ID:zrUhP?UJ8dR464wkTguWxszMBKn-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x8 =3x6 5 4 1 2 6 3 2-1-6 -2-1-6 2-11-11 2-11-11 0-0-7 0-0-7 2-11-4 2-11-113-9-141-11-03-9-14Scale = 1:30.6 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 0.69 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.44 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 IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 12 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 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=185 (LC 6) Max Uplift 3=-53 (LC 6), 4=-24 (LC 6), 5=-35 (LC 6) Max Grav 3=47 (LC 8), 4=49 (LC 5), 5=374 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-322/92, 1-2=0/122, 2-6=-70/0, 3-6=-36/15 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 35 lb uplift at joint 5, 53 lb uplift at joint 3 and 24 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966397N09Jack-Open Girder 2 1WF48 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. Fri Sep 25 11:26:00 Page: 1 ID:q5tesosBFy5sakq1GbVde5zMBOA-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 2-0-0 2-0-0 0-1-5 2-0-0 1-10-11 1-10-113-11-01-11-03-11-0Scale = 1:31.7 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 0.49 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 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 IRC2006/TPI2002 Matrix-P 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 2-0-0 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=191 (LC 6) Max Uplift 3=-43 (LC 7), 4=-140 (LC 6) Max Grav 3=19 (LC 1), 4=37 (LC 5), 5=248 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-230/0, 1-2=0/106, 2-3=-65/5 BOT CHORD 4-5=-164/0 WEBS 2-4=0/223 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 140 lb uplift at joint 4 and 43 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966398N10Jack-Open 4 1WF48 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. Fri Sep 25 11:26:00 Page: 1 ID:Ai2P4Su05N0D_Rjfao3sPDzMBPQ-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x9 =4x9 =3x8 =3x6 =2x4 10 9 17 18 8 7 1 6 1611 2 5 4312131415 1-4-4 -1-4-4 1-4-4 11-6-12 2-8-0 10-2-8 2-8-1 2-8-1 4-10-7 7-6-8 2-6-4 10-2-8 2-6-5 2-6-5 5-1-15 7-8-43-11-01-8-50-2-23-8-143-8-140-2-23-11-0Scale = 1:34.1 Plate Offsets (X, Y):[3:0-4-8,0-0-13], [4:0-4-8,0-0-13] 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 0.22 Vert(LL)0.03 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)0.02 8-9 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.10 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)7=0-3-8, 10=0-3-8 Max Uplift 7=-348 (LC 6), 10=-347 (LC 6) Max Grav 7=644 (LC 16), 10=644 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=0/77, 2-11=0/112, 2-3=-395/344, 3-12=-329/289, 12-13=-329/289, 13-14=-329/289, 14-15=-329/289, 4-15=-329/289, 4-5=-394/344, 5-16=0/112, 6-16=0/77, 2-10=-637/411, 5-7=-637/411 BOT CHORD 9-10=-58/76, 9-17=-124/330, 17-18=-124/330, 8-18=-124/330, 7-8=-58/76 WEBS 3-9=-137/63, 3-8=-16/16, 4-8=-137/63, 2-9=-241/433, 5-8=-241/432 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: 2x4 - 1 row at0-9-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 8)Provide adequate drainage to prevent water ponding. 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 347 lb uplift at joint 10 and 348 lb uplift at joint 7. 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) 34 lb down and 1 lb up at 2-8-1, 38 lb down at 4-8-13, and 38 lb down at 5-5-12, and 34 lb down and 1 lb up at 7-6-8 on top chord, and 132 lb up at 2-8-1, 106 lb up at 4-8-13, and 106 lb up at 5-5-12, and 132 lb up at 7-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 9=1 (F), 8=1 (F) Job Truss Truss Type Qty Ply WF48 S I42966399N11Hip Girder 1 2WF48 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. Fri Sep 25 11:26:01 Page: 1 ID:zDK7?7FK9HbYtP77VF3boLzMBMN-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x6 =4x6 =3x8 =4x6 =2x4 8 7 6 1 5 2 4 109 3 1-4-4 -1-4-4 1-4-4 11-6-12 5-1-4 10-2-8 5-1-4 5-1-4 5-1-4 10-2-8 5-1-4 5-1-41-8-55-11-6Scale = 1:43 Plate Offsets (X, Y):[2:0-2-14,0-2-0], [4:0-2-14,0-2-0] 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 0.28 Vert(LL)-0.01 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)-0.03 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6=0-3-8, 8=0-3-8 Max Uplift 6=-89 (LC 6), 8=-89 (LC 6) Max Grav 6=487 (LC 1), 8=487 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-9=-345/66, 3-9=-187/85, 3-10=-187/85, 4-10=-345/66, 4-5=0/96, 2-8=-437/117, 4-6=-437/117 BOT CHORD 7-8=-17/70, 6-7=-17/69 WEBS 3-7=0/153, 2-7=0/143, 4-7=0/143 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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 8 and 89 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966400N12Common11WF48 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. Fri Sep 25 11:26:01 Page: 1 ID:XgrI79x8vvfV4CbcNLe15HzMBPL-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =4x6 =4x6 =3x8 =4x6 =2x4 7 6 5 1 2 4 9 8 3 1-4-4 -1-4-4 5-1-4 10-2-8 5-1-4 5-1-4 5-1-4 10-2-8 5-1-4 5-1-41-8-55-11-6Scale = 1:42 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [4:0-3-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.01 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)-0.03 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 49 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)5=0-3-8, 7=0-3-8 Max Horiz 7=58 (LC 6) Max Uplift 5=-38 (LC 6), 7=-88 (LC 6) Max Grav 5=390 (LC 1), 7=493 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-8=-352/64, 3-8=-181/84, 3-9=-193/82, 4-9=-350/62, 2-7=-443/116, 4-5=-339/64 BOT CHORD 6-7=-25/67, 5-6=-13/108 WEBS 3-6=0/155, 2-6=0/151, 4-6=0/119 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for thisdesign. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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 88 lb uplift at joint 7 and 38 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966401N13Common21WF48 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. Fri Sep 25 11:26:01 Page: 1 ID:xFXQlB_1Cq14xgKB2TCkjvzMBPI-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 5 2 6 4 3 0-6-5 5-4-10 0-6-5 -0-6-5 2-5-2 4-10-5 2-5-2 2-5-2 4-10-52-11-120-5-32-10-6Scale = 1:28.3 Plate Offsets (X, Y):[2:0-2-6,0-1-0], [4:0-2-6,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 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 0.02 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-48 (LC 6), 4=-48 (LC 6) Max Grav 2=140 (LC 1), 4=140 (LC 1), 6=151 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-82/35, 3-4=-82/35, 4-5=0/20 BOT CHORD 2-6=0/37, 4-6=0/37 WEBS 3-6=-87/14 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 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 48 lb uplift at joint 2 and 48 lb uplift at joint 4. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966402PPiggyback81WF48 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. Fri Sep 25 11:26:02 Page: 1 ID:T54LDOBZ?fg2z2C7UN6PpuzMBWn-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.27 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 0.14 Horiz(TL)0.01 11 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-6 (LC 6), 11=-6 (LC 6), 13=-43 (LC 6), 14=-19 (LC 6), 15=-36 (LC 6), 17=-19 (LC 6), 18=-43 (LC 6) Max Grav 2=234 (LC 16), 11=234 (LC 16), 13=425 (LC 16), 14=533 (LC 15), 15=551 (LC 15), 17=533 (LC 15), 18=425 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-203/99, 3-4=-209/53, 4-19=-142/46, 5-19=-145/45, 5-6=-142/45, 6-7=-142/45, 7-8=-142/45, 8-20=-145/45, 9-20=-142/46, 9-10=-209/53, 10-11=-203/99, 11-12=0/24 BOT CHORD 2-18=0/142, 17-18=0/142, 16-17=0/142, 15-16=0/142, 14-15=0/142, 13-14=0/142,11-13=0/142 WEBS 6-15=-472/83, 5-17=-453/70, 3-18=-323/79, 8-14=-453/70, 10-13=-323/79 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 4-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 2, 36 lb uplift at joint 15, 19 lb uplift at joint 17, 43 lb uplift at joint 18, 19 lb uplift at joint 14, 43 lb uplift at joint 13 and 6 lb uplift at joint 11. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966403P01Piggyback11WF48 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. Fri Sep 25 11:26:03 Page: 1 ID:ifYZGDnBhBS_rzSOnbSkw_zM8ao-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.33 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 0.31 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-95 (LC 6), 13=-1 (LC 6), 14=-12 (LC 6), 16=-1 (LC 6), 17=-95 (LC 6) Max Grav 2=136 (LC 17), 10=136 (LC 17), 12=488 (LC 18), 13=424 (LC 18), 14=580 (LC 17), 16=424 (LC 18), 17=488 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-150/112, 3-4=-162/137, 4-5=-180/100, 5-18=-101/91, 6-18=-104/90,6-19=-104/90, 7-19=-101/91, 7-8=-180/100,8-9=-162/137, 9-10=-150/112, 10-11=0/24 BOT CHORD 2-17=0/101, 16-17=0/101, 15-16=0/101, 14-15=0/101, 13-14=0/101, 12-13=0/101, 10-12=0/101 WEBS 6-14=-501/59, 4-16=-341/50, 3-17=-422/137, 8-13=-341/50, 9-12=-422/137 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 4-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 14, 1 lb uplift at joint 16, 95 lb uplift at joint 17, 1 lb uplift at joint 13 and 95 lb uplift at joint 12. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966404P02Piggyback11WF48 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. Fri Sep 25 11:26:03 Page: 1 ID:3utttk2?WxEsUL8d3DrupdzM8aS-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.33 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 IRC2006/TPI2002 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 12=-96 (LC 6), 13=-78 (LC 6), 16=-78 (LC 6), 17=-96 (LC 6) Max Grav 2=225 (LC 18), 10=225 (LC 18), 12=472 (LC 18), 13=524 (LC 18), 14=299 (LC 17), 16=524 (LC 18), 17=472 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-184/0, 3-18=-300/0, 4-18=-86/10, 4-19=-282/92, 5-19=-126/111,5-6=-120/106, 6-7=-120/106, 7-20=-126/111,8-20=-282/92, 8-21=-86/10, 9-21=-300/0,9-10=-184/0, 10-11=0/24 BOT CHORD 2-17=0/118, 16-17=0/118, 15-16=0/118, 14-15=0/118, 13-14=0/118, 12-13=0/118, 10-12=0/118 WEBS 6-14=-221/0, 4-16=-441/127, 3-17=-405/137, 8-13=-441/127, 9-12=-405/137 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 4-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 16, 96 lb uplift at joint 17, 78 lb uplift at joint 13 and 96 lb uplift at joint 12. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966405P03Piggyback11WF48 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. Fri Sep 25 11:26:04 Page: 1 ID:iT7rzfPBgrtlTorBGpshUlzM8a?-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 16 17 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 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 10=-90 (LC 6), 11=-103 (LC 6), 14=-103 (LC 6), 15=-90 (LC 6) Max Grav 2=107 (LC 8), 8=107 (LC 9), 10=273 (LC 1), 11=362 (LC 9), 12=249 (LC 1), 14=362 (LC 8), 15=273 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-117/7, 3-4=-125/33, 4-16=-146/116, 5-16=-52/143, 5-17=-52/143, 6-17=-146/116, 6-7=-125/33, 7-8=-117/7, 8-9=0/21 BOT CHORD 2-15=0/112, 14-15=0/112, 13-14=0/112, 12-13=0/112, 11-12=0/112, 10-11=0/112, 8-10=0/112 WEBS 5-12=-170/0, 4-14=-280/152, 3-15=-204/131, 6-11=-280/152, 7-10=-204/131 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 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 103 lb uplift at joint 14, 90 lb uplift at joint 15, 103 lb uplift at joint 11 and 90 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966406P04Piggyback101WF48 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. Fri Sep 25 11:26:04 Page: 1 ID:M8UWKpa1rf6_cimrSh6RwCzM8YU-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =5x9 =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):[4:0-4-8,0-1-4] 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 0.34 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 0.27 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-90 (LC 6), 11=-98 (LC 6), 14=-98 (LC 6), 15=-90 (LC 6) Max Grav 1=149 (LC 15), 9=149 (LC 15), 10=476 (LC 15), 11=557 (LC 15), 12=387 (LC 15), 14=557 (LC 15), 15=476 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-134/13, 2-3=-244/53, 3-16=-248/113, 16-17=-222/116, 4-17=-101/142, 4-5=-116/126, 5-6=-116/126, 6-18=-101/142, 18-19=-222/116, 7-19=-248/113, 7-8=-244/53, 8-9=-134/13 BOT CHORD 1-15=0/98, 14-15=0/98, 13-14=0/98, 12-13=0/98, 11-12=0/98, 10-11=0/98, 9-10=0/98 WEBS 5-12=-308/0, 3-14=-475/148, 2-15=-403/130, 7-11=-475/148, 8-10=-403/130 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 98 lb uplift at joint 14, 90 lb uplift at joint 15, 98 lb uplift at joint 11 and 90 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 WF48 S I42966407P05Piggyback11WF48 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. Fri Sep 25 11:26:04 Page: 1 ID:UvIsd4xrmtujCJ3cC_eT7XzM8Y0-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.30 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 0.31 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 12=-99 (LC 6), 13=-53 (LC 6), 16=-53 (LC 6), 17=-99 (LC 6) Max Grav 2=157 (LC 15), 10=157 (LC 15), 12=483 (LC 16), 13=485 (LC 16), 14=458 (LC 15), 16=485 (LC 16), 17=483 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-182/80, 3-18=-210/0, 4-18=-171/109, 4-5=-199/71, 5-6=-135/64, 6-7=-135/64, 7-8=-199/71, 8-19=-171/109, 9-19=-210/0, 9-10=-182/80, 10-11=0/24 BOT CHORD 2-17=0/132, 16-17=0/132, 15-16=0/132, 14-15=0/132, 13-14=0/132, 12-13=0/132,10-12=0/132 WEBS 6-14=-379/35, 4-16=-402/102, 3-17=-416/141, 8-13=-402/102, 9-12=-416/141 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 4-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 16, 99 lb uplift at joint 17, 53 lb uplift at joint 13 and 99 lb uplift at joint 12. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966408P06Piggyback11WF48 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. Fri Sep 25 11:26:05 Page: 1 ID:cg6BwKIgi5fTowMNyHBVLszM8XY-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.37 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 IRC2006/TPI2002 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 10=-21 (LC 17), 12=-83 (LC 6), 13=-29 (LC 6), 14=-42 (LC 6), 17=-91 (LC 6) Max Grav 2=119 (LC 8), 10=74 (LC 18), 12=471 (LC 18), 13=477 (LC 17), 14=537 (LC 17), 15=328 (LC 17), 17=349 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-90/114, 3-18=-162/49, 4-18=-57/123, 4-5=-20/130, 5-6=-45/62,6-19=-44/61, 7-19=-44/61, 7-8=-47/50,8-20=-56/118, 9-20=-154/71, 9-21=-99/113,10-21=-109/73, 10-11=0/24 BOT CHORD 2-17=-61/99, 16-17=-61/99, 15-16=-61/99, 14-15=-61/99, 13-14=-61/99, 12-13=-61/99, 10-12=-61/99 WEBS 4-15=-246/43, 3-17=-278/130, 6-14=-458/89, 7-13=-394/78, 9-12=-417/127 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 4-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 10, 91 lb uplift at joint 17, 42 lb uplift at joint 14, 29 lb uplift at joint 13 and 83 lb uplift at joint 12. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966409P07Piggyback11WF48 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. Fri Sep 25 11:26:05 Page: 1 ID:CeUvQxg6PcZ40hDKHIEn6OzM8X3-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 1023 9 3 6 22 7 85 18 21 19 20 4 0-7-2 20-9-15 0-7-2 -0-7-2 2-9-1 20-2-14 3-9-15 10-5-0 7-0-13 17-5-13 6-7-0 6-7-0 20-2-146-0-10-4-130-2-22-6-42-6-40-2-22-8-63-2-55-10-11Scale = 1:47.6 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [5:0-4-8,0-0-15], [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 0.40 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 IRC2006/TPI2002 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=-3 (LC 6), 12=-38 (LC 6), 13=-23 (LC 6), 14=-87 (LC 6), 17=-89 (LC 6) Max Grav 2=151 (LC 1), 10=173 (LC 18), 12=297 (LC 18), 13=567 (LC 17), 14=457 (LC 17), 15=299 (LC 18), 17=353 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-129/8, 3-18=-174/79, 18-19=-109/90, 4-19=-77/106, 4-20=-86/106,20-21=-86/103, 5-21=-220/89, 5-6=-128/47,6-22=-84/24, 7-22=-84/24, 7-8=-88/25,8-9=-151/32, 9-23=-77/0, 10-23=-131/0,10-11=0/24 BOT CHORD 2-17=0/84, 16-17=0/84, 15-16=0/84, 14-15=0/84, 13-14=0/84, 12-13=0/84, 10-12=0/84 WEBS 4-15=-217/28, 3-17=-282/129, 6-14=-378/134, 7-13=-483/72, 9-12=-226/77 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 4-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 2, 89 lb uplift at joint 17, 87 lb uplift at joint 14, 23 lb uplift at joint 13 and 38 lb uplift at joint 12. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966410P08Piggyback11WF48 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. Fri Sep 25 11:26:05 Page: 1 ID:ZtpE2SxvDNLyf4vYZwex?1zM8Wj-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =2x4 =2x4 =3x6 =2x4 =2x4 =4x6 =3x8 =2x4 =2x4 =3x10 1 2 13 12 11 10 8 9 1714 3 7 515 16 64 3-8-83-8-8 0-6-13 -0-6-13 1-5-11 10-7-5 1-5-11 4-1-0 2-6-5 6-7-5 2-6-5 9-1-11 2-7-5 2-7-5 11-2-9 21-9-14 2-5-3 13-0-8 2-7-5 2-7-5 4-0-0 6-7-5 4-0-0 10-7-5 8-9-6 21-9-143-10-120-4-92-10-42-10-40-2-20-5-80-5-83-1-123-7-40-2-23-9-6Scale = 1:41.7 Plate Offsets (X, Y):[2:0-3-3,0-1-8], [4:0-3-7,Edge], [6:0-5-7,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)-0.11 8-9 >970 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(TL)-0.26 8-9 >402 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.01 8 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 65 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 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 8=0-3-8, 9=0-3-8 Max Horiz 2=15 (LC 6) Max Uplift 2=-65 (LC 6) Max Grav 2=695 (LC 16), 8=968 (LC 1), 9=288 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-14=-748/57, 3-14=-701/73, 3-4=-589/108, 4-15=-521/108, 5-15=-525/107, 5-16=-525/107, 6-16=-520/108, 6-7=-595/106, 7-17=-755/72, 8-17=-768/60 BOT CHORD 2-13=-13/524, 12-13=-13/524, 11-12=-13/524, 10-11=-13/524, 8-10=-13/524, 8-9=0/0 WEBS 5-12=-102/106, 7-10=0/195, 3-13=0/173 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 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 65 lb uplift at joint 2. 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 WF48 S I42966411P09Piggyback11WF48 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. Fri Sep 25 11:26:06 Page: 1 ID:RKP0eSZbjFwzxXywJ4T_L5zM8PS-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =4x6 =2x4 =3x4 91 2 12 11 10 8 15 4 5 13 63 14 7 0-7-2 13-9-3 0-7-2 -0-7-2 1-5-2 10-1-0 1-7-14 1-7-14 3-1-1 13-2-1 7-0-0 8-7-14 13-2-13-1-10-4-130-2-21-7-41-7-40-2-21-9-61-2-52-11-11Scale = 1:30.2 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 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 0.10 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 39 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=13-2-1, 8=13-2-1, 10=13-2-1, 11=13-2-1, 12=13-2-1 Max Uplift 2=-55 (LC 17), 8=-8 (LC 17), 10=-49 (LC 6), 11=-44 (LC 6), 12=-61 (LC 6) Max Grav 2=113 (LC 18), 8=157 (LC 9), 10=377 (LC 18), 11=531 (LC 17), 12=475 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-52/161, 3-4=-11/80, 4-5=-17/95, 5-13=-16/92, 6-13=-16/96, 6-14=-21/151, 7-14=-10/167, 7-15=-24/162, 8-15=-78/111, 8-9=0/21 BOT CHORD 2-12=-95/68, 11-12=-95/68, 10-11=-95/68, 8-10=-95/68 WEBS 7-10=-297/86, 5-11=-448/96, 4-12=-413/99 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 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 55 lb uplift at joint 2, 8 lb uplift at joint 8, 49 lb uplift at joint 10, 44 lb uplift at joint 11 and 61 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 WF48 S I42966412P10Piggyback11WF48 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. Fri Sep 25 11:26:06 Page: 1 ID:c3qlQbS?aNqfPdrZzwjjjHzM8J8-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =4x9 =4x6 =2x4 =2x4 =2x4 =3x4 1012 15 14 13 12 11 9 8416563 20 17 18 19 7 0-7-2 18-6-12 0-7-2 -0-7-2 1-7-14 1-7-14 3-9-15 12-5-13 7-0-0 8-7-14 5-5-13 17-11-10 17-11-105-1-10-4-130-2-21-7-41-7-40-2-21-9-63-2-54-11-11Scale = 1:41.4 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [6:0-4-8,0-0-15], [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 0.40 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 55 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=17-11-10, 9=17-11-10, 11=17-11-10, 12=17-11-10, 13=17-11-10, 15=17-11-10 Max Uplift 2=-29 (LC 6), 9=-14 (LC 6), 11=-78 (LC 6), 12=-34 (LC 17), 13=-92 (LC 6), 15=-24 (LC 6) Max Grav 2=299 (LC 18), 9=150 (LC 18), 11=326 (LC 9), 12=214 (LC 9), 13=498 (LC 17), 15=579 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-242/34, 3-4=-142/32, 4-16=-139/31, 5-16=-139/31, 5-6=-210/54,6-17=-310/98, 17-18=-165/105,7-18=-157/115, 7-19=-148/115,19-20=-180/98, 8-20=-224/92, 8-9=-190/4,9-10=0/21 BOT CHORD 2-15=0/139, 14-15=0/139, 13-14=0/139, 12-13=0/139, 11-12=0/139, 9-11=0/139 WEBS 7-12=-129/118, 5-13=-424/140, 4-15=-480/74, 8-11=-275/123 NOTES 1)Wind: ASCE 7-05; 90mph; 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 andright 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 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 29 lb uplift at joint 2, 34 lb uplift at joint 12, 92 lb uplift at joint 13, 24 lb uplift at joint 15, 78 lb uplift at joint 11 and 14 lb uplift at joint 9. 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 WF48 S I42966413PAPiggyback11WF48 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. Fri Sep 25 11:26:06 Page: 1 ID:KFyy5qnxDgDp9mPm25i2J_zM8Ij-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 912 12 11 10 8 1613 73 5 1514 64 0-7-2 -0-7-2 0-7-2 11-6-13 3-2-7 10-11-11 3-2-7 3-2-7 4-6-14 7-9-4 10-11-113-2-30-4-130-2-22-10-112-10-110-2-23-0-13Scale = 1:33.2 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 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 8 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 34 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=10-11-11, 8=10-11-11, 10=10-11-11, 11=10-11-11, 12=10-11-11 Max Uplift 2=-34 (LC 6), 8=-34 (LC 6), 10=-27 (LC 6), 11=-16 (LC 6), 12=-27 (LC 6) Max Grav 2=229 (LC 16), 8=229 (LC 16), 10=279 (LC 16), 11=418 (LC 15), 12=279 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-13=-225/14, 3-13=-192/22, 3-4=-244/76, 4-14=-157/75, 5-14=-161/75,5-15=-161/75, 6-15=-157/75, 6-7=-244/76,7-16=-192/22, 8-16=-225/14, 8-9=0/24 BOT CHORD 2-12=0/158, 11-12=0/158, 10-11=0/158, 8-10=0/158 WEBS 5-11=-333/67, 3-12=-209/65, 7-10=-209/65 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 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 34 lb uplift at joint 2, 34 lb uplift at joint 8, 16 lb uplift at joint 11, 27 lb uplift at joint 12 and 27 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 WF48 S I42966414PBPiggyback11WF48 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. Fri Sep 25 11:26:07 Page: 1 ID:lSof7k3oUxSwFvwxie5g37zM8H4-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 =3x8 =3x8 =3x8 =3x4 =3x4 91 2 12 11 10 8 4 5 6 73 0-7-2 11-6-13 0-7-2 -0-7-2 0-9-10 10-11-11 0-9-10 0-9-10 9-4-7 10-2-1 10-11-111-2-30-4-130-2-20-10-110-10-110-2-21-0-13Scale = 1:28.2 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [7:0-2-0,Edge], [8:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 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 0.06 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 28 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 10-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=10-11-11, 8=10-11-11, 10=10-11-11, 11=10-11-11, 12=10-11-11 Max Uplift 2=-9 (LC 4), 8=-9 (LC 4), 10=-46 (LC 4), 11=-62 (LC 4), 12=-46 (LC 4) Max Grav 2=40 (LC 5), 8=40 (LC 5), 10=272 (LC 1), 11=340 (LC 1), 12=272 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-17/58, 3-4=0/26, 4-5=0/30, 5-6=0/30, 6-7=0/26, 7-8=-17/58, 8-9=0/21 BOT CHORD 2-12=-30/29, 11-12=-30/29, 10-11=-30/29, 8-10=-30/29 WEBS 5-11=-255/113, 4-12=-209/90, 6-10=-209/90 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 9 lb uplift at joint 2, 9 lb uplift at joint 8, 62 lb uplift at joint 11, 46 lb uplift at joint 12 and 46 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 WF48 S I42966415PCPiggyback11WF48 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. Fri Sep 25 11:26:07 Page: 1 ID:SewsozOk7Es5_2V7np4?fpzM8Gf-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.29 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 0.11 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-24 (LC 6), 13=-24 (LC 6), 15=-10 (LC 6), 16=-32 (LC 6), 17=-30 (LC 6), 18=-31 (LC 6), 20=-30 (LC 6), 21=-32 (LC 6), 22=-10 (LC 6) Max Grav 2=123 (LC 16), 13=123 (LC 16), 15=328 (LC 15), 16=572 (LC 15), 17=525 (LC 15), 18=379 (LC 15), 20=525 (LC 15), 21=572 (LC 15),22=328 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-63/52, 3-4=-87/39, 4-5=-35/31, 5-6=-32/30, 6-23=-32/30, 7-23=-32/30, 7-24=-32/30, 8-24=-32/30, 8-9=-32/30, 9-10=-32/30, 10-11=-35/31, 11-12=-87/39, 12-13=-63/52, 13-14=0/24 BOT CHORD 2-22=0/32, 21-22=0/32, 20-21=0/32, 19-20=0/32, 18-19=0/32, 17-18=0/32, 16-17=0/32, 15-16=0/32, 13-15=0/32 WEBS 7-18=-298/79, 6-20=-447/78, 5-21=-488/81, 3-22=-279/52, 9-17=-447/78, 10-16=-488/81, 12-15=-279/52 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 4-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 2, 31 lb uplift at joint 18, 30 lb uplift at joint 20, 32 lb uplift at joint 21, 10 lb uplift at joint 22, 30 lb uplift at joint 17, 32 lb uplift at joint 16, 10 lb uplift at joint 15 and 24 lb uplift at joint 13. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966416PDPiggyback11WF48 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. Fri Sep 25 11:26:07 Page: 1 ID:aQkC5DlZ3ReqbfnuY6c1t8zM8GB-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 0.28 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 0.15 Horiz(TL)0.01 13 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-45 (LC 6), 16=-7 (LC 6), 17=-34 (LC 6), 18=-29 (LC 6), 20=-34 (LC 6), 21=-7 (LC 6), 22=-45 (LC 6) Max Grav 2=218 (LC 16), 13=218 (LC 16), 15=359 (LC 16), 16=472 (LC 15), 17=560 (LC 15), 18=538 (LC 15), 20=560 (LC 15), 21=472 (LC 15), 22=359 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-223/0, 3-4=-298/57, 4-23=-149/66, 5-23=-150/65, 5-6=-148/65,6-7=-148/65, 7-8=-148/65, 8-9=-148/65,9-10=-148/65, 10-24=-150/65,11-24=-149/66, 11-12=-298/57,12-13=-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=-458/77, 6-20=-480/82, 5-21=-389/56, 3-22=-296/86, 8-17=-480/82, 10-16=-389/56, 12-15=-296/86 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 4-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 2, 29 lb uplift at joint 18, 34 lb uplift at joint 20, 7 lb uplift at joint 21, 45 lb uplift at joint 22, 34 lb uplift at joint 17, 7 lb uplift at joint 16, 45 lb uplift at joint 15 and 4 lb uplift at joint 13. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966417PEPiggyback11WF48 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. Fri Sep 25 11:26:08 Page: 1 ID:LDleLm2EA7nH5VCiWsZvOPzM8Fo-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 1 10 9 8 7 2 3 4 5 6 1-6-5 1-6-5 7-2-7 8-8-12 8-8-121-6-51-6-5Scale = 1:22 Plate Offsets (X, Y):[2:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 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 0.09 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 Matrix-R BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 2-6:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 8-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=8-8-12, 7=8-8-12, 8=8-8-12, 9=8-8-12, 10=8-8-12 Max Horiz 1=3 (LC 6) Max Uplift 7=-9 (LC 6), 8=-43 (LC 6), 9=-6 (LC 6), 10=-80 (LC 6) Max Grav 1=93 (LC 11), 7=78 (LC 10), 8=306 (LC 10), 9=186 (LC 10), 10=450 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/41, 2-3=0/18, 3-4=0/18, 4-5=0/18, 5-6=0/18, 6-7=-67/16 BOT CHORD 1-10=0/18, 9-10=0/18, 8-9=0/18, 7-8=0/18 WEBS 3-10=-395/114, 4-9=-151/37, 5-8=-265/68 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 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 9 lb uplift at joint 7, 80 lb uplift at joint 10, 6 lb uplift at joint 9 and 43 lb uplift at joint 8. 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 WF48 S I42966418V05Valley11WF48 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. Fri Sep 25 11:26:08 Page: 1 ID:1OI5kQjYJ4xbSEYYrIXjInzMBgQ-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 8 7 6 2 3 4 5 1-6-5 1-6-5 5-6-7 7-0-12 7-0-121-6-51-6-5Scale = 1:24.1 Plate Offsets (X, Y):[2:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 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 0.09 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-21 (LC 6), 7=-15 (LC 6), 8=-90 (LC 6) Max Grav 1=93 (LC 11), 6=123 (LC 10), 7=215 (LC 10), 8=446 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/41, 2-3=0/19, 3-4=0/19, 4-5=0/19, 5-6=-107/31 BOT CHORD 1-8=0/19, 7-8=0/19, 6-7=0/19 WEBS 3-8=-391/123, 4-7=-176/38 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 21 lb uplift at joint 6, 90 lb uplift at joint 8 and 15 lb uplift at joint 7. 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 WF48 S I42966419V06Valley11WF48 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. Fri Sep 25 11:26:08 Page: 1 ID:nrgP8v_vReN5F0y0KhTft7zMBhM-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 1 6 5 7 2 3 4 1-6-5 1-6-5 3-10-7 5-4-12 5-4-121-6-51-6-5Scale = 1:24.1 Plate Offsets (X, Y):[2:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 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 0.09 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 11), 6=-99 (LC 6) Max Grav 1=92 (LC 11), 5=81 (LC 10), 6=468 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-41/0, 2-7=-2/41, 2-3=0/19, 3-4=0/19, 4-5=-65/26 BOT CHORD 1-6=0/19, 5-6=0/19 WEBS 3-6=-406/136 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 11 lb uplift at joint 5 and 99 lb uplift at joint 6. 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 WF48 S I42966420V07Valley11WF48 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. Fri Sep 25 11:26:09 Page: 1 ID:1MBo2sVNlyAmoh4Qrh6pgazMBYy-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 6 5 1 2 3 4 1-6-5 1-6-5 2-2-7 3-8-12 3-8-121-6-51-6-5Scale = 1:24.1 Plate Offsets (X, Y):[2:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 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 0.04 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-4 (LC 6), 5=-15 (LC 6), 6=-44 (LC 6) Max Grav 1=84 (LC 11), 5=94 (LC 10), 6=228 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/41, 2-3=0/19, 3-4=0/19, 4-5=-82/22 BOT CHORD 1-6=0/19, 5-6=0/19 WEBS 3-6=-187/68 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Provide adequate drainage to prevent water ponding. 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 4 lb uplift at joint 1, 15 lb uplift at joint 5 and 44 lb uplift at joint 6. 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 WF48 S I42966421V08Valley11WF48 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. Fri Sep 25 11:26:09 Page: 1 ID:YJ2kYOGHaDqc3oMUp5OaRUzMBiI-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x4 4 1 2 3 0-6-7 2-0-12 1-6-5 1-6-5 2-0-121-6-51-6-5Scale = 1:26.1 Plate Offsets (X, Y):[2:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 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 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 4) Max Uplift 1=-7 (LC 4), 4=-14 (LC 4) Max Grav 1=63 (LC 1), 4=63 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-50/13, 2-3=-15/25, 3-4=-38/20 BOT CHORD 1-4=0/15 NOTES 1)Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10, Lu=50-0-0 4)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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 14 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 WF48 S I42966422V09Valley11WF48 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. Fri Sep 25 11:26:09 Page: 1 ID:wgUA1szDodyNMX_j3gokDbzMBYM-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 31 2 1-0-0 2-0-0 1-0-0 1-0-0 2-0-01-0-00-8-8Scale = 1:26 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-7 (LC 4), 3=-7 (LC 4) Max Grav 1=52 (LC 1), 3=52 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-38/12, 2-3=-38/12 BOT CHORD 1-3=0/19 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 7 lb uplift at joint 1 and 7 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966423V10Valley11WF48 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. Fri Sep 25 11:26:09 Page: 1 ID:BLFrUhC8lgBKy1UX0YoPkQzMBiN-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6 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 0.49 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 0.07 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 6) Max Uplift 5=-133 (LC 6) Max Grav 1=112 (LC 1), 4=108 (LC 7), 5=346 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-86/85, 2-6=-83/58, 3-6=0/78, 3-4=-86/0 BOT CHORD 1-5=0/86, 4-5=0/86 WEBS 2-5=-262/184 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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 bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966424VAValley11WF48 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. Fri Sep 25 11:26:09 Page: 1 ID:0E4hBw4ELIpu8K8Ptk5qo6zMBiY-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 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 6 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 0.21 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 0.05 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 6) Max Uplift 5=-92 (LC 6) Max Grav 1=80 (LC 1), 4=52 (LC 7), 5=221 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/57, 2-6=-49/44, 3-6=0/55, 3-4=-40/0 BOT CHORD 1-5=0/57, 4-5=0/57 WEBS 2-5=-166/125 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966425VBValley11WF48 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. Fri Sep 25 11:26:10 Page: 1 ID:XVTSryeHaYOrRyzhKtzdtjzMBj5-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 1 3 2 2-5-13 2-5-132-0-142-0-14Scale = 1:21 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 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 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 6) Max Uplift 1=-8 (LC 6), 3=-11 (LC 6) Max Grav 1=77 (LC 1), 3=77 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-30/30, 2-3=-58/23 BOT CHORD 1-3=0/26 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic loadcombinations, which include cases with reductions formultiple concurrent live loads. 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 tobearing plate capable of withstanding 8 lb uplift at joint 1 and 11 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966426VCValley11WF48 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. Fri Sep 25 11:26:10 Page: 1 ID:BXgZnEb9m?mZLB4jXKNSAgzMBjA-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 1 3 2 2-5-9 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 0.07 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 IRC2006/TPI2002 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 6) Max Uplift 1=-8 (LC 6), 3=-11 (LC 6) Max Grav 1=77 (LC 1), 3=77 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-29/29, 2-3=-58/23 BOT CHORD 1-3=0/25 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic loadcombinations, which include cases with reductions formultiple concurrent live loads. 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 tobearing plate capable of withstanding 8 lb uplift at joint 1 and 11 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966427VDValley11WF48 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. Fri Sep 25 11:26:10 Page: 1 ID:E9YoNZZuEOWr5txLPvL_5FzMBjC-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 1-10-9 1-10-91-10-91-10-9Scale = 1:20.2 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 0.06 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 IRC2006/TPI2002 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 1-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-10-9, 3=1-10-9 Max Horiz 1=3 (LC 4) Max Uplift 1=-5 (LC 4), 3=-9 (LC 4) Max Grav 1=55 (LC 1), 3=55 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-23/23, 2-3=-41/17 BOT CHORD 1-3=0/22 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10 4)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 5 lb uplift at joint 1 and 9 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966428VEValley11WF48 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. Fri Sep 25 11:26:10 Page: 1 ID:pDEXvTVhyMQKYMCQGRmLWhzMBka-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 3 1 2 1-11-1 1-11-11-7-31-7-3Scale = 1:19.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 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 IRC2006/TPI2002 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=-6 (LC 4), 3=-8 (LC 4) Max Grav 1=55 (LC 1), 3=55 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-21/21, 2-3=-41/16 BOT CHORD 1-3=0/18 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10 4)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 6 lb uplift at joint 1 and 8 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966429VFValley11WF48 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. Fri Sep 25 11:26:10 Page: 1 ID:uBlvJrVmPsuY?62NdMlpOBzMBjH-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 3-8-8 3-8-83-8-83-8-8Scale = 1:28.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 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 0.04 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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 6) Max Uplift 5=-89 (LC 6) Max Grav 1=39 (LC 6), 4=60 (LC 1), 5=163 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-64/39, 2-3=-47/40, 3-4=-45/0 BOT CHORD 1-5=0/51, 4-5=0/51 WEBS 2-5=-122/113 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966430VGValley11WF48 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. Fri Sep 25 11:26:11 Page: 1 ID:31Ne3oR?q07PHBbDG6eP8wzMBjN-Mock Me September 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 2-0-8 2-0-82-0-82-0-8Scale = 1:20.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 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 3 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 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=-6 (LC 4), 3=-10 (LC 4) Max Grav 1=62 (LC 1), 3=62 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/26, 2-3=-46/19 BOT CHORD 1-3=0/24 NOTES 1)Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10 4)This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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 6 lb uplift at joint 1 and 10 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF48 S I42966431VHValley11WF48 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. Fri Sep 25 11:26:11 Page: 1 ID:?3sGeQQxNWgBqRlGvAfxHQzMBkg-Mock Me September 28,2020 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/CHUS26HUS26Trim OH as req'dHHUS28-22x4 LedgerL01L02L03L06L05L08L07L09L10L11L11L12L13C02D02A11AA10A09BA09AA07A07A07C01A01A02A03J1BJ1BJ1J1J3J3J3HJ3AD03D05D05D06D06D06E01E02E03E04E05E06M04E JEK A05J3DJ1AJ3CJ3BJ1CJ1CJ1AJ3EJ3GJ3FJ1DD04D08D08A18N04N03N01N07N02N08N08N12N11N 09N09M02M05M06M03M01D08G4G4G4G4G3G2G4G4G2D01G3G2G4G4G2A11BA17A16A15A14A13A12J2 A PCPBPAP08P10P09VCVBVAVDVEVFVGVHV05V06V08V10V07V09PPPPPPPPEPDP07P06P05P04P04P02P03P01PN10(4)A08(4)A06(4)A04(2)J3(3)J3(2)J3(2)J3(4)N06(4)N05(4)N13(2)M03(3)P04(5)P04(3)J2(2)22-03-009-006-11-003-09-003-09-002-01-082-01-081-10-088-00-002-00-098-00-002-01-001-11-0012-00-001-03-0714-00-00 5-00-0010-00-008-002-00-004-00-10 8-01-0021-11-156-06-00 10-10-0017-02-001-07-151-10-0110-00-0060-03-081-10-0017-02-0820-09-0820-00-0016-04-009-09-0022-03-002-00-009-04-004-00-0012-11-001-08-082-00-001-01-041-01-042-00-001-08-087-00-0010-02-086-00-002-00-002-00-002-00-002-00-002-00-0010-00-004-00-0032-04-15HSHOP 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: 5019.77Hip Lines: 289.78Horizontal OH: 294.05Rake OH: 51.33Valley Lines: 168.35Ridge Lines: 72.43 ftSales Rep:WF48 SSubdivision:Order #:Job Name:9/25/2020Designer:Date:Model:Client:WATERFRONT OF WEST CLAYLot #:48Mick HammersleyHAWK ASHOOPMAN HOMESWF48 S