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HomeMy WebLinkAbout906 Auman Dr Truss Design16023 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 84 Components - 0783. September 30,2020 Liu, Xuegang Pages or sheets covered by this seal: I43032891 thru I43032960 My license renewal date for the state of Indiana is July 31, 2022. Richland_Master DREES IGA498 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. Job RICHLAND_MASTER Truss G1 Truss Type COMMON GIRDER Qty 1 Ply 2 DREES IGA498 Job Reference (optional) I43032891 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:08:03 2020 Page 1 84 Lumber-0783, Franklin, Indiana, .ID:zPmcKGhx7yY4awNghdfe5_zumvj-N0boPQUgrlhKPzKYZDUJMw4btIxg8AH6s51zEfyYORA Scale = 1:26.7 1 2 3 41112 13 14 3x4 3x4 3x6 4x4 4-11-8 4-11-8 9-11-0 4-11-8 4-11-8 4-11-8 9-11-0 4-11-8 0-7-123-11-70-7-128.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.20 0.52 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 4-10 4-10 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=0-3-8 Max Horz 1=-90(LC 21) Max Uplift1=-283(LC 8), 3=-236(LC 9) Max Grav1=2225(LC 1), 3=1831(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2058/294, 2-3=-2057/293 BOT CHORD 1-11=-190/1638, 11-12=-190/1638, 4-12=-190/1638, 4-13=-190/1638, 13-14=-190/1638, 3-14=-190/1638 WEBS 2-4=-197/1843 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. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 1 and 236 lb uplift at joint 3. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 638 lb down and 84 lb up at 0-4-8, 632 lb down and 90 lb up at 2-4-8, 632 lb down and 90 lb up at 4-4-8, and 632 lb down and 90 lb up at 6-4-8, and 632 lb down and 90 lb up at 8-4-8 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 Continued on page 2 September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss G1 Truss Type COMMON GIRDER Qty 1 Ply 2 DREES IGA498 Job Reference (optional) I43032891 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:08:03 2020 Page 2 84 Lumber-0783, Franklin, Indiana, .ID:zPmcKGhx7yY4awNghdfe5_zumvj-N0boPQUgrlhKPzKYZDUJMw4btIxg8AH6s51zEfyYORA LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 5-8=-20 Concentrated Loads (lb) Vert: 7=-638 11=-632 12=-632 13=-632 14=-632 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss G3 Truss Type COMMON GIRDER Qty 1 Ply 2 DREES IGA498 Job Reference (optional) I43032892 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:08:18 2020 Page 1 84 Lumber-0783, Franklin, Indiana, .ID:zPmcKGhx7yY4awNghdfe5_zumvj-Rv?TYZg4JMaCjGzRxsFqT5CB1L8m90EKJwAGFHyYOQx Scale = 1:29.4 1 2 3 4 5 7 614151617 18 3x4 3x4 3x4 1.5x4 4x6 3x4 1.5x4 4-0-0 4-0-0 7-8-8 3-8-8 11-8-8 4-0-0 3-0-14 3-0-14 5-10-4 2-9-6 8-7-10 2-9-6 11-8-8 3-0-14 0-7-124-6-90-7-128.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.07 0.23 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=106(LC 22) Max Uplift1=-249(LC 8), 5=-280(LC 9) Max Grav1=1492(LC 29), 5=1695(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1861/322, 2-3=-1800/362, 3-4=-1784/359, 4-5=-1846/319 BOT CHORD 1-14=-287/1574, 14-15=-287/1574, 7-15=-287/1574, 7-16=-148/1094, 16-17=-148/1094, 6-17=-148/1094, 6-18=-222/1489, 5-18=-222/1489 WEBS 3-7=-218/1014, 3-6=-212/982 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. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 1 and 280 lb uplift at joint 5. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 lb down and 74 lb up at 1-4-4, 371 lb down and 74 lb up at 3-4-4, 371 lb down and 74 lb up at 5-4-4, 371 lb down and 74 lb up at 7-4-4, and 371 lb down and 74 lb up at 9-4-4, and 378 lb down and 68 lb up at 11-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss G3 Truss Type COMMON GIRDER Qty 1 Ply 2 DREES IGA498 Job Reference (optional) I43032892 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:08:18 2020 Page 2 84 Lumber-0783, Franklin, Indiana, .ID:zPmcKGhx7yY4awNghdfe5_zumvj-Rv?TYZg4JMaCjGzRxsFqT5CB1L8m90EKJwAGFHyYOQx LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 8-11=-20 Concentrated Loads (lb) Vert: 13=-324(F) 14=-318(F) 15=-318(F) 16=-318(F) 17=-318(F) 18=-318(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss G6 Truss Type Roof Special Girder Qty 2 Ply 1 DREES IGA498 Job Reference (optional) I43032893 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:08:38 2020 Page 1 84 Lumber-0783, Franklin, Indiana, .ID:zPmcKGhx7yY4awNghdfe5_zumvj-rlD1lOvdcV5M6LVH63cWHJ1QqPp3qt?Gv20Ky7yYOQd Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 27 28 29 30 5x9 8x8 3x6 3x4 4x6 5x6 4x6 2x4 5x9 1.5x4 2x4 4x6 5x6 4x6 4x6 4x6 4x8 1.5x4 5x9 2x4 5x9 4x6 2-0-0 2-0-0 5-5-0 3-5-0 8-10-0 3-5-0 13-5-6 4-7-6 18-0-13 4-7-6 22-8-3 4-7-6 26-7-0 3-10-12 30-5-12 3-10-12 34-8-0 4-2-4 -1-0-0 1-0-0 2-0-0 2-0-0 5-5-0 3-5-0 8-10-0 3-5-0 13-5-6 4-7-6 18-0-13 4-7-6 22-8-3 4-7-6 26-7-0 3-10-12 30-5-12 3-10-12 34-8-0 4-2-4 0-7-121-11-1211-2-98.00 12 Plate Offsets (X,Y)-- [3:0-7-4,0-2-4], [5:0-5-4,Edge], [9:0-5-12,0-2-0], [12:Edge,0-1-8], [22:0-4-0,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.79 0.89 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.81 0.11 (loc) 20-21 20-21 13 l/defl >999 >511 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-19: 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-23,4-22,5-21,5-20,7-20,7-18: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-4 max.): 3-5, 9-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-2 oc bracing: 21-22 8-6-0 oc bracing: 20-21. WEBS 1 Row at midpt 12-13, 5-20, 7-18, 8-16, 9-15, 10-15, 11-13 REACTIONS. (size)13=Mechanical, 2=0-3-8 Max Horz 2=458(LC 7) Max Uplift13=-260(LC 5), 2=-301(LC 8) Max Grav13=1553(LC 1), 2=1631(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2278/402, 3-27=-4339/746, 27-28=-4339/746, 4-28=-4339/746, 4-5=-4339/746, 5-6=-3393/486, 6-7=-3315/503, 7-8=-2192/371, 8-9=-1430/310, 9-10=-888/243, 10-11=-888/243 BOT CHORD 2-23=-518/1836, 23-29=-514/1830, 29-30=-514/1830, 22-30=-514/1830, 21-22=-1117/6152, 20-21=-1124/6158, 19-20=-517/2786, 18-19=-517/2786, 17-18=-299/1746, 16-17=-299/1746, 15-16=-258/1121, 14-15=-179/522, 13-14=-179/522 WEBS 3-22=-442/2772, 5-22=-2003/293, 5-20=-3569/643, 7-20=-170/1362, 7-18=-1477/353, 8-18=-191/1130, 8-16=-1220/361, 9-16=-254/1110, 9-15=-698/189, 10-15=-267/140, 11-15=-188/1081, 11-13=-1487/235 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 13 and 301 lb uplift at joint 2. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss G6 Truss Type Roof Special Girder Qty 2 Ply 1 DREES IGA498 Job Reference (optional) I43032893 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:08:38 2020 Page 2 84 Lumber-0783, Franklin, Indiana, .ID:zPmcKGhx7yY4awNghdfe5_zumvj-rlD1lOvdcV5M6LVH63cWHJ1QqPp3qt?Gv20Ky7yYOQd NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 36 lb up at 2-10-12, and 67 lb down and 36 lb up at 4-10-12 on top chord, and 14 lb down and 14 lb up at 2-10-12, and 14 lb down and 14 lb up at 4-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-9=-70, 9-12=-70, 13-24=-20 Concentrated Loads (lb) Vert: 29=-4(B) 30=-4(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss H001 Truss Type Half Hip Qty 2 Ply 1 DREES IGA498 Job Reference (optional) I43032894 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:31 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-aEGiAu5YTVlg?g?5RfgmSSt0ZvIcAisl7R0tGKyYOZA Scale = 1:24.4 1 2 3 4 7 6 5 4x8 1.5x4 1.5x4 4x4 3x4 3x6 3-7-12 3-7-12 5-7-12 2-0-0 -1-11-4 1-11-4 3-7-12 3-7-12 5-7-12 2-0-0 1-3-43-8-78.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.55 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 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)7=0-3-8, 5=Mechanical Max Horz 7=164(LC 9) Max Uplift 7=-83(LC 10), 5=-72(LC 7) Max Grav 7=415(LC 1), 5=213(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-384/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss H002 Truss Type Half Hip Girder Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032895 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-2Qp4NE6AEptXdqaI?MB??gQAJJeUv9?vM5lQonyYOZ9 Scale = 1:16.7 1 2 3 4 7 6 5 8 9 4x8 1.5x4 1.5x4 3x4 3x4 3x6 1-7-12 1-7-12 5-7-12 4-0-0 -1-11-4 1-11-4 1-7-12 1-7-12 5-7-12 4-0-0 1-3-42-4-78.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.61 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 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)7=0-3-8, 5=Mechanical Max Horz 7=109(LC 5) Max Uplift 7=-112(LC 8), 5=-95(LC 5) Max Grav 7=370(LC 35), 5=187(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-367/116 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=112. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 235 lb up at 1-7-12, and 63 lb down and 96 lb up at 3-8-8 on top chord, and 27 lb down and 42 lb up at 1-7-12, and 14 lb down and 21 lb up at 3-8-8 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 (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 3=66(F) 6=6(F) 8=27(F) September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss H003 Truss Type Half Hip Girder Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032896 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-WcNSaa7o?6?OF_8UZ4iEYtyQfjo?ecG2blV_LDyYOZ8 Scale = 1:15.3 1 2 3 4 6 5 10 11 4x4 1.5x4 1.5x4 1.5x4 4x8 2-7-0 2-7-0 6-7-0 4-0-0 -1-0-0 1-0-0 2-7-0 2-7-0 6-7-0 4-0-0 0-7-122-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.32 0.86 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.25 -0.43 0.06 (loc) 5-6 5-6 2 l/defl >310 >181 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud WEDGE Left: 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, 2=0-3-8 Max Horz 2=94(LC 7) Max Uplift 5=-113(LC 5), 2=-111(LC 8) Max Grav 5=302(LC 1), 2=380(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-261/177 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=113, 2=111. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 116 lb up at 2-7-0, and 78 lb down and 51 lb up at 4-7-12 on top chord, and 37 lb down and 21 lb up at 2-7-0, and 20 lb down and 16 lb up at 4-7-12 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 (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 3=-5(B) 6=-14(B) 10=-3(B) 11=-11(B) September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss J2 Truss Type Jack-Open Qty 4 Ply 1 DREES IGA498 Job Reference (optional) I43032897 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-WcNSaa7o?6?OF_8UZ4iEYtyTnj?necD2blV_LDyYOZ8 Scale = 1:12.9 1 2 3 44x8 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-7-121-11-121-6-91-11-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.12 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 2=0-3-8 Max Horz 2=80(LC 10) Max Uplift 3=-38(LC 10), 4=-2(LC 10), 2=-21(LC 10) Max Grav 3=55(LC 18), 4=34(LC 3), 2=190(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 2. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M1 Truss Type Monopitch Qty 4 Ply 1 DREES IGA498 Job Reference (optional) I43032898 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-?pxqov8QmQ7Es8jg6nDT45VXM7B?NyRBqPEXtfyYOZ7 Scale = 1:83.9 1 2 3 4 5 8 7 6 3x4 4x4 6x6 4x6 3x4 4x6 4x4 3x6 10-1-3 10-1-3 15-3-8 5-2-5 5-2-5 5-2-5 10-1-3 4-10-13 15-3-8 5-2-5 4-10-715-0-128.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.51 0.69 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.68 0.01 (loc) 7-8 7-8 6 l/defl >664 >265 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2, 1-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-6, 3-8 REACTIONS. (size)6=Mechanical, 8=0-3-8 Max Horz 8=422(LC 10) Max Uplift 6=-409(LC 10) Max Grav 6=737(LC 17), 8=671(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-367/0 BOT CHORD 7-8=-304/408, 6-7=-140/268 WEBS 3-7=-263/309, 4-7=-143/413, 4-6=-656/341, 3-8=-485/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=409. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M1GE Truss Type Monopitch Structural Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032899 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-T?VC?F93XkF5UHIsgVlidI2e0Wat6QFL23_5P6yYOZ6 Scale = 1:83.9 1 2 3 4 7 6 5 3x4 2x4 6x6 4x6 4x6 4x4 3x6 7-7-12 7-7-12 15-3-8 7-7-12 7-7-12 7-7-12 15-3-8 7-7-12 4-10-715-0-128.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-0-8], [19:0-2-15,0-0-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.78 0.45 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 -0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 175 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2, 1-7: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 8-10,11-13,15-16,6-17: 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 8-10-1 oc bracing. WEBS 1 Row at midpt 4-5, 3-6, 3-5 REACTIONS. (size)7=0-3-8, 5=Mechanical Max Horz 7=422(LC 10) Max Uplift 5=-409(LC 10) Max Grav 7=671(LC 1), 5=737(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-501/0, 1-7=-606/0 BOT CHORD 6-7=-434/364, 5-6=-232/391 WEBS 3-5=-625/373, 1-6=0/368 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=409. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M2 Truss Type MONOPITCH Qty 10 Ply 1 DREES IGA498 Job Reference (optional) I43032900 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-T?VC?F93XkF5UHIsgVlidI2hTWbc6TLL23_5P6yYOZ6 Scale = 1:55.5 1 2 3 4 6 5 3x4 4x6 1.5x4 4x6 3x6 4x8 6-11-4 6-11-4 13-10-8 6-11-4 6-11-4 6-11-4 13-10-8 6-11-4 0-7-129-10-128.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [4:0-3-14,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.62 0.41 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.14 0.02 (loc) 6-9 5-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-6: 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 2-5 REACTIONS. (size)5=Mechanical, 1=0-3-8 Max Horz 1=388(LC 9) Max Uplift 5=-197(LC 10), 1=-55(LC 10) Max Grav 5=673(LC 17), 1=618(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-733/161, 2-4=-273/137 BOT CHORD 1-6=-160/588, 5-6=-160/588 WEBS 2-6=0/314, 2-5=-670/282 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=197. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M2GE Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032901 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-xB3bDb9hI1Ny6Rt3ECGx9Wasbwz6ryFUHjjexYyYOZ5 Scale = 1:55.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x4 4x6 4x4 4x8 13-10-8 13-10-8 13-10-8 13-10-8 0-7-129-10-128.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [12:0-3-14,Edge], [13:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.26 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 11-14,10-15: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 11-14 REACTIONS.All bearings 13-10-8. (lb) - Max Horz 1=392(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 17, 18, 19, 20, 21 except 13=-105(LC 9), 1=-110(LC 8), 22=-125(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 1, 19, 20, 21, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-387/250, 2-4=-317/199, 4-5=-292/186, 5-6=-267/169 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 16, 17, 18, 19, 20, 21 except (jt=lb) 13=105, 1=110, 22=125. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M3 Truss Type MONOPITCH Qty 3 Ply 1 DREES IGA498 Job Reference (optional) I43032902 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-POdzQxAJ3LVpjbSFownAij77oKGfaPQeWNTBU_yYOZ4 Scale: 3/16"=1' 1 2 3 4 6 5 1.5x4 3x4 1.5x4 3x4 3x4 8-1-8 8-1-8 -1-0-0 1-0-0 4-0-12 4-0-12 8-1-8 4-0-12 5-6-1010-11-108.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.18 0.43 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 -0.00 (loc) 5-6 5-6 5 l/defl >535 >214 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5, 3-6REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=249(LC 10) Max Uplift 5=-312(LC 10) Max Grav 5=407(LC 18), 6=439(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-319/345, 3-6=-290/44 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=312. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M3A Truss Type Monopitch Qty 7 Ply 1 DREES IGA498 Job Reference (optional) I43032903 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-POdzQxAJ3LVpjbSFownAij76YKGfaPLeWNTBU_yYOZ4 Scale: 3/16"=1' 1 2 3 5 4 1.5x4 3x4 1.5x4 3x4 3x4 8-1-8 8-1-8 4-0-12 4-0-12 8-1-8 4-0-12 5-6-1010-11-108.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.20 0.43 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 -0.00 (loc) 4-5 4-5 4 l/defl >535 >214 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4, 2-4, 2-5REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=221(LC 10) Max Uplift 4=-296(LC 10) Max Grav 4=409(LC 17), 5=353(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-333/318 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=296. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M3GE Truss Type Monopitch Supported Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032904 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-taBLeHBxqfdgLl1RLdIPExgGkkiwJs0nk1Cl0QyYOZ3 Scale = 1:61.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 3x6 3x4 3x6 3x6 3x6 3x6 3x6 -1-0-0 1-0-0 8-1-8 8-1-8 5-6-1010-11-108.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.30 0.05 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. WEBS 1 Row at midpt 8-9, 7-16 JOINTS 1 Brace at Jt(s): 17, 19 REACTIONS.All bearings 8-1-8. (lb) - Max Horz 15=259(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 15, 10, 11, 12, 13, 14 except 9=-170(LC 10) Max Grav All reactions 250 lb or less at joint(s) 15, 9, 10, 11, 12, 13, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-267/271 BOT CHORD 14-15=-393/264, 13-14=-393/264, 12-13=-393/264, 11-12=-393/264, 10-11=-393/264, 9-10=-393/264 WEBS 2-20=-312/468, 19-20=-324/476, 18-19=-318/475, 17-18=-319/474, 16-17=-319/474, 9-16=-325/483 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 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 100 lb uplift at joint(s) 15, 10, 11, 12, 13, 14 except (jt=lb) 9=170. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M4 Truss Type Monopitch Qty 3 Ply 1 DREES IGA498 Job Reference (optional) I43032905 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-LmkjrdCZbylXzvcevKpen8CTa8yk2JtxzhyIYtyYOZ2 Scale: 3/16"=1' 1 2 3 4 6 5 1.5x4 3x4 1.5x4 3x4 3x4 8-8-8 8-8-8 -1-0-0 1-0-0 4-4-4 4-4-4 8-8-8 4-4-4 5-1-1510-11-108.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.16 0.39 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.55 -0.00 (loc) 5-6 5-6 5 l/defl >455 >182 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5, 3-6REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=266(LC 10) Max Uplift 5=-309(LC 10) Max Grav 5=431(LC 18), 6=464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-330/342, 3-6=-283/32 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=309. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M4GE Truss Type Monopitch Supported Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032906 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-LmkjrdCZbylXzvcevKpen8CNc8282J6xzhyIYtyYOZ2 Scale = 1:66.2 1 2 3 4 5 6 7 8 9 1716 15 14 13 12 11 10 23 22 21 20 19 18 3x6 2x4 3x6 3x6 3x6 3x6 3x6 3x6 3x6 -1-0-0 1-0-0 8-8-8 8-8-8 5-1-1510-11-108.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.55 0.05 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 1-2 1-2 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2 OTHERS 2x4 SPF Stud *Except* 8-18,7-19: 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 9-2-14 oc bracing. WEBS 1 Row at midpt 9-10, 8-18 JOINTS 1 Brace at Jt(s): 19, 21 REACTIONS.All bearings 8-8-8. (lb) - Max Horz 17=440(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16 except 17=-158(LC 6), 10=-247(LC 9) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15, 16 except 17=277(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-275/159, 2-3=-251/159, 3-4=-265/167 BOT CHORD 16-17=-415/286, 15-16=-415/286, 14-15=-415/286, 13-14=-415/286, 12-13=-415/286, 11-12=-415/286, 10-11=-415/286 WEBS 2-23=-248/328, 22-23=-255/346, 21-22=-254/341, 20-21=-253/341, 19-20=-253/341, 18-19=-254/341, 10-18=-254/343 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 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 100 lb uplift at joint(s) 11, 12, 13, 14, 15, 16 except (jt=lb) 17=158, 10=247. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M6 Truss Type Monopitch Qty 5 Ply 1 DREES IGA498 Job Reference (optional) I43032907 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-pzI52zCBLGtOa3BqT2KtKMlVyXHPnjT4CLhr4JyYOZ1 Scale = 1:61.2 1 2 3 4 5 7 6 3x6 4x6 1.5x4 5x6 4x6 5x9 7-7-12 7-7-12 15-3-8 7-7-12 -1-0-0 1-0-0 7-7-12 7-7-12 15-3-8 7-7-12 0-7-1210-10-18.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-14,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.76 0.49 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.20 0.02 (loc) 7-10 6-7 2 l/defl >999 >919 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 1650F 1.5E, 3-7: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS. (size)6=Mechanical, 2=0-3-8 Max Horz 2=439(LC 9) Max Uplift 6=-216(LC 10), 2=-87(LC 10) Max Grav 6=740(LC 18), 2=754(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-811/170, 3-5=-301/150 BOT CHORD 2-7=-174/648, 6-7=-174/648 WEBS 3-7=0/347, 3-6=-737/308 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 6=216. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M6GE Truss Type Monopitch Supported Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032908 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:41 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-H9sUGJDp6a?FCCm01lr6sZHhZxgWWDYDR?RPdlyYOZ0 Scale = 1:60.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 4x6 4x6 5x6 8x8 15-3-8 15-3-8 -1-0-0 1-0-0 15-3-8 15-3-8 0-7-1210-10-18.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-5-8], [10:0-2-4,0-2-4], [15:0-3-14,Edge], [16:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.31 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 14-17,13-18,12-19: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-16, 14-17, 13-18 REACTIONS.All bearings 15-3-8. (lb) - Max Horz 2=436(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 20, 21, 22, 2, 23, 24, 25 except 16=-120(LC 9), 26=-106(LC 10) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 2, 23, 24, 25, 26 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-387/256, 4-5=-345/207, 5-6=-329/210, 6-7=-302/191, 7-8=-277/175, 8-9=-260/161 WEBS 2-3=-388/241 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 19, 20, 21, 22, 2, 23, 24, 25 except (jt=lb) 16=120, 26=106. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M7 Truss Type Monopitch Qty 5 Ply 1 DREES IGA498 Job Reference (optional) I43032909 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-mLQsTeEStt76qMKDaTNLPnqx7L1iFgSNffAy9CyYOZ? Scale = 1:24.8 1 2 3 4 1.5x4 1.5x4 4x8 5-0-8 5-0-8 -1-0-0 1-0-0 5-0-8 5-0-8 0-7-124-0-18.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.34 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.08 0.02 (loc) 4-7 4-7 2 l/defl >999 >719 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8 Max Horz 2=157(LC 9) Max Uplift 4=-71(LC 10), 2=-44(LC 10) Max Grav 4=236(LC 18), 2=297(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M8 Truss Type Monopitch Qty 14 Ply 1 DREES IGA498 Job Reference (optional) I43032910 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-mLQsTeEStt76qMKDaTNLPnqvrLzdFcqNffAy9CyYOZ? Scale = 1:19.7 1 2 3 4 5 9 2x4 4x6 1.5x4 6x6 -1-0-0 1-0-0 4-9-6 4-9-6 9-0-8 4-3-2 0-3-153-4-23-0-100-3-83-4-24.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.48 0.51 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.01 (loc) 5-8 5-8 5 l/defl >761 >291 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=146(LC 11) Max Uplift 2=-119(LC 8), 5=-91(LC 12) Max Grav 2=490(LC 19), 5=452(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-701/275 BOT CHORD 2-5=-249/658 WEBS 3-5=-661/327 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially 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 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=119. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss M8GE Truss Type Monopitch Supported Gable Qty 2 Ply 1 DREES IGA498 Job Reference (optional) I43032911 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-EY_Eh_F4eBFzRWvP8Auax_NAMlPE_7DWuJwWheyYOZ_ Scale = 1:19.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 2x4 -1-0-0 1-0-0 9-0-8 9-0-8 0-3-153-4-24.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.11 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-0-8. (lb) - Max Horz 2=145(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 10, 11, 12, 13, 14 Max Grav All reactions 250 lb or less at joint(s) 9, 2, 10, 11, 12, 13, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially 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 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 10, 11, 12, 13, 14. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss P1 Truss Type Jack-Closed Supported Gable Qty 15 Ply 1 DREES IGA498 Job Reference (optional) I43032912 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-EY_Eh_F4eBFzRWvP8Auax_N6MlNC_55WuJwWheyYOZ_ Scale = 1:45.7 1 2 3 4 7 6 53x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 11-11-12 11-11-12 7-11-148.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.17 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 11-11-12. (lb) - Max Horz 1=313(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-159(LC 10), 7=-153(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=400(LC 17), 7=387(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-277/187 WEBS 3-6=-325/194, 2-7=-296/204 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=159, 7=153. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss P1GE Truss Type Jack-Closed Supported Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032913 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-ikYcuKFiPVOq3gUbiuPpUCvHe8jOjZDg7zf3C4yYOYz Scale = 1:44.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 103x4 3x4 3x4 11-11-12 11-11-12 7-11-148.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.17 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10 REACTIONS.All bearings 11-11-12. (lb) - Max Horz 1=313(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/187 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss P2 Truss Type Common Supported Gable Qty 10 Ply 1 DREES IGA498 Job Reference (optional) I43032914 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-Aw6_6gGKAoWhhq3nGbw21PSTSY3DS0FpLcPclWyYOYy Scale = 1:36.7 1 2 3 4 7 6 53x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-11-12 11-11-12 8-11-4 8-11-4 11-11-12 3-0-8 5-11-83-11-38.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.13 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-12. (lb) - Max Horz 1=206(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-194(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=291(LC 17), 7=480(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-370/243 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6 except (jt=lb) 7=194. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss P2GE Truss Type Common Supported Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032915 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-Aw6_6gGKAoWhhq3nGbw21PSW9Y5bS0zpLcPclWyYOYy Scale = 1:35.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 103x4 4x4 11-11-12 11-11-12 8-11-4 8-11-4 11-11-12 3-0-8 5-11-83-11-38.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.04 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-12. (lb) - Max Horz 1=206(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 12, 13, 14, 15, 16, 17, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 12, 13, 14, 15, 16, 17, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 12, 13, 14, 15, 16, 17, 11. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T01 Truss Type Hip Girder Qty 1 Ply 2 DREES IGA498 Job Reference (optional) I43032916 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:47 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-6JDlWMIaiQmOw7DAN0yW6qXpJMjrwuL6pwujpPyYOYw Scale = 1:38.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 5x6 4x8 4x4 4x6 3x4 1.5x4 1.5x4 4x8 3x4 4x4 4x4 3x4 5-2-10 5-2-10 10-8-4 5-5-10 14-9-8 4-1-4 20-5-4 5-7-12 -1-0-0 1-0-0 3-4-15 3-4-15 6-7-0 3-2-1 10-8-4 4-1-4 14-9-8 4-1-4 17-5-10 2-8-2 20-5-4 2-11-10 22-4-8 1-11-4 0-7-125-0-71-3-45-0-78.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [6:0-5-12,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.31 0.31 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.02 (loc) 12 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=162(LC 7) Max Uplift 2=-647(LC 8), 10=-743(LC 9) Max Grav 2=1753(LC 1), 10=1858(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2373/918, 3-4=-2242/932, 4-5=-1889/861, 5-6=-1889/861, 6-7=-1888/844, 7-8=-271/170, 8-10=-404/198 BOT CHORD 2-14=-757/1913, 12-14=-691/1643, 11-12=-628/1549, 10-11=-506/1347 WEBS 4-14=-189/595, 4-12=-268/430, 5-12=-550/393, 6-12=-267/515, 6-11=-40/301, 7-11=-218/317, 7-10=-1709/658 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. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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 25.0 psf on overhangs non-concurrent with other 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(s) except (jt=lb) 2=647, 10=743. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T01 Truss Type Hip Girder Qty 1 Ply 2 DREES IGA498 Job Reference (optional) I43032916 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:48 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-aVn7kiJCTjuFYHoMxjUle24_3m34fLbF2adHMryYOYv NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 136 lb up at 6-7-0, 139 lb down and 133 lb up at 8-7-12, 139 lb down and 133 lb up at 10-7-12, 139 lb down and 133 lb up at 12-7-12, and 139 lb down and 133 lb up at 13-7-12, and 130 lb down and 136 lb up at 14-9-8 on top chord, and 282 lb down and 133 lb up at 2-7-12, 193 lb down and 92 lb up at 4-7-12, 58 lb down and 20 lb up at 6-7-12, 58 lb down and 20 lb up at 8-7-12 , 58 lb down and 20 lb up at 10-7-12, 58 lb down and 20 lb up at 12-7-12, 58 lb down and 20 lb up at 13-7-12, 58 lb down and 20 lb up at 14-8-12, and 193 lb down and 92 lb up at 16-8-12, and 155 lb down and 115 lb up at 18-8-12 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 (plf) Vert: 1-4=-70, 4-6=-70, 6-8=-70, 8-9=-70, 10-15=-20 Concentrated Loads (lb) Vert: 4=-89(F) 6=-89(F) 13=-35(F) 5=-89(F) 12=-35(F) 11=-35(F) 18=-89(F) 19=-89(F) 20=-89(F) 21=-282(F) 22=-193(F) 23=-35(F) 24=-35(F) 25=-35(F) 26=-193(F) 27=-155(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T1 Truss Type Common Qty 4 Ply 1 DREES IGA498 Job Reference (optional) I43032917 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-?4TFMjL5meGqPlXxcs1SGgiVhz5VskNikYsxyAyYOYs Scale = 1:25.9 1 2 3 4 5 6 1.5x4 4x4 4x8 4x8 4-11-8 4-11-8 9-11-0 4-11-8 -1-0-0 1-0-0 4-11-8 4-11-8 9-11-0 4-11-8 10-11-0 1-0-0 0-7-123-11-70-7-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.22 0.20 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 0.01 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=108(LC 9) Max Uplift 2=-82(LC 10), 4=-82(LC 11) Max Grav 2=516(LC 1), 4=516(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-494/123, 3-4=-494/123 BOT CHORD 2-6=-10/337, 4-6=-10/337 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T1GE Truss Type Common Supported Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032918 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-?4TFMjL5meGqPlXxcs1SGgiXMz8yslIikYsxyAyYOYs Scale = 1:24.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x4 3x6 3x6 9-11-0 9-11-0 -1-0-0 1-0-0 4-11-8 4-11-8 9-11-0 4-11-8 10-11-0 1-0-0 0-7-123-11-70-7-128.00 12 Plate Offsets (X,Y)-- [10:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.11 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 11 10 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud , Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-11-0. (lb) - Max Horz 2=108(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 2, 10, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 2, 10, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 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 100 lb uplift at joint(s) 16, 17, 18, 2, 10, 14, 13, 12. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 10. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T02 Truss Type Jack-Open Qty 6 Ply 1 DREES IGA498 Job Reference (optional) I43032919 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-aVn7kiJCTjuFYHoMxjUle24yMm3DfN1F2adHMryYOYv Scale = 1:31.2 1 2 3 6 4 5 1.5x4 1.5x4 4x8 0-11-4 0-11-4 6-7-0 5-7-12 -1-0-0 1-0-0 6-7-0 6-7-0 0-7-125-0-74-7-35-0-78.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.42 0.31 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.12 0.10 (loc) 5-6 5-6 4 l/defl >910 >536 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 6=0-3-8 Max Horz 6=209(LC 10) Max Uplift 4=-125(LC 10), 6=-19(LC 10) Max Grav 4=174(LC 18), 5=98(LC 3), 6=442(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-334/261 WEBS 3-6=-485/397 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 4=125. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T2 Truss Type Common Qty 10 Ply 1 DREES IGA498 Job Reference (optional) I43032920 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-TG1ea3MjXyOh0v58AZYhpuFacNNgb?PryCbUVcyYOYr Scale = 1:55.8 1 2 3 4 5 7 6 4x6 4x4 4x4 5x6 1.5x4 4x4 3x6 7-9-1 7-9-1 14-7-8 6-10-7 1-0-10 1-0-10 7-9-1 6-8-7 14-7-8 6-10-7 8-10-99-6-150-6-68.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-1-1] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.59 0.46 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.01 (loc) 6-7 6-7 5 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-6: 2x4 SPF Stud WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=-372(LC 8) Max Uplift 7=-180(LC 11), 5=-70(LC 11) Max Grav 7=683(LC 18), 5=652(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-245/266, 2-4=-851/409, 4-5=-818/169 BOT CHORD 6-7=-137/270, 5-6=-33/590 WEBS 2-6=-375/923, 4-6=-563/372, 2-7=-766/304 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=180. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T2A Truss Type Common Qty 4 Ply 1 DREES IGA498 Job Reference (optional) I43032921 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-xTb0nPMLIGWYe2gKkH3wL5nm1nh6KWa_BsL213yYOYq Scale = 1:69.0 1 2 3 4 7 6 5 3x6 1.5x4 1.5x4 4x4 4x6 5x6 4x8 9-3-4 9-3-4 14-7-8 5-4-4 4-2-8 4-2-8 9-3-4 5-0-12 14-7-8 5-4-4 8-10-911-8-34-8-148.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.55 0.58 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.00 (loc) 6-7 6-7 5 l/defl >866 >344 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-6: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-7, 2-7 REACTIONS. (size)5=0-3-8, 7=0-3-8 Max Horz 7=-424(LC 6) Max Uplift 5=-70(LC 11), 7=-128(LC 10) Max Grav 5=645(LC 1), 7=662(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/294, 2-3=-593/370, 3-4=-457/184, 1-7=-266/229, 4-5=-617/142 BOT CHORD 6-7=-174/282 WEBS 2-6=-224/486, 3-6=-434/298, 2-7=-554/226, 4-6=-28/437 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=128. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T2AGE Truss Type Common Structural Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032922 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-xTb0nPMLIGWYe2gKkH3wL5nm1nh6KWa_BsL213yYOYq Scale = 1:71.2 1 2 3 4 7 6 5 3x6 4x4 4x6 5x6 3x4 4x8 2x4 9-3-4 9-3-4 14-7-8 5-4-4 4-2-8 4-2-8 9-3-4 5-0-12 14-7-8 5-4-4 8-10-911-8-34-8-148.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.55 0.58 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.00 (loc) 6-7 6-7 5 l/defl >866 >344 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-6: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 2-8: 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. WEBS 1 Row at midpt 1-7, 2-7 REACTIONS. (size)5=0-3-8, 7=0-3-8 Max Horz 7=-424(LC 8) Max Uplift 5=-70(LC 11), 7=-128(LC 10) Max Grav 5=645(LC 1), 7=662(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/294, 2-3=-593/370, 3-4=-457/184, 1-7=-266/229, 4-5=-617/142 BOT CHORD 6-7=-174/282 WEBS 2-6=-224/486, 3-6=-434/298, 2-7=-554/226, 4-6=-28/437 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=128. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T2GE Truss Type Common Supported Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032923 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-Pf8O?lNz2ZePGCFWH_a9uJKy1A7q35e8QW4bZVyYOYp Scale = 1:56.6 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 144x4 4x4 4x4 4x6 5x6 14-7-8 14-7-8 1-0-10 1-0-10 14-7-8 13-6-14 8-10-99-6-150-6-68.00 12 Plate Offsets (X,Y)-- [7:0-2-4,0-2-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.47 0.23 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-24, 2-23, 3-22 REACTIONS.All bearings 14-7-8. (lb) - Max Horz 24=-375(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 except 13=-112(LC 9), 14=-101(LC 11) Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-240/251, 1-2=-258/281, 9-10=-262/174, 10-11=-288/190, 11-12=-313/205, 12-13=-369/245 BOT CHORD 23-24=-192/298, 22-23=-192/298, 21-22=-192/298, 20-21=-192/298, 19-20=-192/298, 18-19=-192/298, 17-18=-192/298, 16-17=-192/298, 15-16=-192/298, 14-15=-192/298, 13-14=-192/298 WEBS 2-23=-292/236 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 except (jt=lb) 13=112, 14=101. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T03 Truss Type Jack-Open Qty 2 Ply 1 DREES IGA498 Job Reference (optional) I43032924 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-aVn7kiJCTjuFYHoMxjUle24wVm60fOxF2adHMryYOYv Scale = 1:14.9 1 2 5 3 43x4 4x4 1-7-12 1-7-12 -1-11-4 1-11-4 1-7-12 1-7-12 1-3-42-4-71-11-32-4-78.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.53 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=77(LC 10) Max Uplift 5=-50(LC 10), 3=-114(LC 16), 4=-31(LC 16) Max Grav 5=455(LC 16), 3=15(LC 6), 4=21(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-394/169 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=114. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T3 Truss Type Common Qty 10 Ply 1 DREES IGA498 Job Reference (optional) I43032925 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-trimC5ObptmGtMqiri6ORWt9gaSnoY3HfAq85xyYOYo Scale = 1:28.5 1 2 3 4 1.5x4 4x4 4x8 4x8 5-10-4 5-10-4 11-8-8 5-10-4 5-10-4 5-10-4 11-8-8 5-10-4 0-7-124-6-90-7-128.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [3:0-5-2,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.35 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.07 0.02 (loc) 4-7 4-7 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=0-3-8 Max Horz 1=106(LC 7) Max Uplift 1=-67(LC 10), 3=-67(LC 11) Max Grav 1=527(LC 1), 3=527(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-611/152, 2-3=-611/152 BOT CHORD 1-4=-29/421, 3-4=-29/421 WEBS 2-4=0/259 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T3GE Truss Type Common Supported Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032926 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-L2G8PRPEaAu7VWPvPPddzkPPB_rVX0ORtqZieOyYOYn Scale = 1:27.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x4 4x8 4x8 11-8-8 11-8-8 5-10-4 5-10-4 11-8-8 5-10-4 0-7-124-6-90-7-128.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [9:0-5-2,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.04 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud , Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-8. (lb) - Max Horz 1=115(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 1, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 1, 9, 12, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 16, 1, 12, 11, 10. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 9. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T04 Truss Type Jack-Open Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032927 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:49 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-2hLVx2JrE1069RNZVR?_BFd1l9P6OrAPGENquIyYOYu Scale = 1:14.6 1 2 5 6 3 4 4x4 4x6 2-2-7 2-2-7 -2-8-14 2-8-14 2-2-7 2-2-7 1-3-42-3-111-11-22-3-115.66 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.82 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=76(LC 9) Max Uplift 5=-104(LC 12), 3=-163(LC 18), 4=-48(LC 18) Max Grav 5=637(LC 18), 3=19(LC 8), 4=27(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-549/298 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially 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 25.0 psf on overhangs non-concurrent with other 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 100 lb uplift at joint(s) 4 except (jt=lb) 5=104, 3=163. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T4 Truss Type Roof Special Qty 4 Ply 1 DREES IGA498 Job Reference (optional) I43032928 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-L2G8PRPEaAu7VWPvPPddzkPIs_i2X?sRtqZieOyYOYn Scale = 1:55.8 1 2 4 3 2x4 1.5x4 4x6 3x6 7-10-8 7-10-8 7-10-8 7-10-8 9-7-144-4-148.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.51 0.63 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 -0.00 (loc) 3-4 3-4 3 l/defl >474 >190 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-4: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-4, 2-4 REACTIONS. (size)3=0-3-8, 4=0-3-8 Max Horz 4=-369(LC 6) Max Uplift 3=-54(LC 7), 4=-226(LC 6) Max Grav 3=426(LC 17), 4=450(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-301/138, 2-3=-351/109 WEBS 2-4=-208/279 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=226. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T4A Truss Type Roof Special Qty 6 Ply 1 DREES IGA498 Job Reference (optional) I43032929 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-pEqXdnQsLU0_7g_5z68sWxyTcO2HGS6a6UJFAqyYOYm Scale = 1:55.8 1 2 4 3 2x4 1.5x4 4x6 3x6 7-10-8 7-10-8 7-10-8 7-10-8 9-7-144-4-148.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.51 0.63 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 -0.00 (loc) 3-4 3-4 3 l/defl >474 >190 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-4: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-4, 2-4 REACTIONS. (size)3=Mechanical, 4=0-3-8 Max Horz 4=-369(LC 6) Max Uplift 3=-54(LC 7), 4=-226(LC 6) Max Grav 3=426(LC 17), 4=450(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-301/138, 2-3=-351/109 WEBS 2-4=-208/279 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=226. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T4GE Truss Type Roof Special Supported Gable Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032930 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-pEqXdnQsLU0_7g_5z68sWxyPZO3gGRra6UJFAqyYOYm Scale = 1:60.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 5x6 4x6 5x12 MT18HS 7x12 MT18HS 3x6 7-10-8 7-10-8 9-7-144-4-148.00 12 Plate Offsets (X,Y)-- [1:0-3-14,Edge], [7:0-4-3,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.71 0.54 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 72 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 2-13,3-12: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 1-14, 2-13 REACTIONS.All bearings 7-10-8. (lb) - Max Horz 14=-333(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12, 11, 10 except 14=-262(LC 8), 8=-563(LC 9), 13=-115(LC 7), 9=-960(LC 6) Max Grav All reactions 250 lb or less at joint(s) 14, 12, 11, 10 except 8=952(LC 6), 13=274(LC 8), 9=663(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-423/265, 7-8=-491/290 WEBS 6-9=-301/432 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 11, 10 except (jt=lb) 14=262, 8=563, 13=115, 9=960. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T05 Truss Type Jack-Open Qty 2 Ply 1 DREES IGA498 Job Reference (optional) I43032931 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-Xuvt9OKT?L8znbyl28WDkT9NUZnN7IQYVu6NQkyYOYt Scale = 1:14.8 1 2 3 4 4x8 2-7-0 2-7-0 -1-0-0 1-0-0 2-7-0 2-7-0 0-7-122-4-71-11-32-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.12 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 2=0-3-8 Max Horz 2=95(LC 10) Max Uplift 3=-49(LC 10), 4=-2(LC 10), 2=-19(LC 10) Max Grav 3=74(LC 18), 4=45(LC 3), 2=197(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 2. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T5 Truss Type Half Hip Qty 10 Ply 1 DREES IGA498 Job Reference (optional) I43032932 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-IQOvq7QU6o8rkqZHWqf529VcHoOt?ohkL82oiGyYOYl Scale = 1:66.4 1 2 3 4 5 10 9 8 7 6 3x4 4x4 4x4 5x6 3x6 4x8 4x4 1.5x4 4x8 4x4 9-2-11 9-2-11 15-2-10 5-11-14 21-2-8 5-11-14 4-9-2 4-9-2 9-2-11 4-5-10 15-2-10 5-11-14 21-2-8 5-11-14 4-10-611-0-38.00 12 Plate Offsets (X,Y)-- [5:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.58 0.61 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.02 (loc) 9-10 9-10 6 l/defl >999 >493 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 1650F 1.5E 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 9-9-9 oc bracing. WEBS 1 Row at midpt 5-6, 3-9, 4-6, 2-10 REACTIONS. (size)6=Mechanical, 10=0-5-8 Max Horz 10=436(LC 7) Max Uplift 6=-269(LC 7), 10=-101(LC 10) Max Grav 6=941(LC 1), 10=941(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-664/296, 3-4=-504/290 BOT CHORD 9-10=-334/510, 7-9=-219/399, 6-7=-219/399 WEBS 4-6=-822/261, 2-10=-819/99 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=269, 10=101. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T5GE Truss Type Half Hip Supported Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032933 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:59 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-mdyH2SR6t5GhMz8U4XAKbM1mfBirkK2tZooMEiyYOYk Scale = 1:67.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 6x12 MT20HS 8x12 MT20HS 5x6 5x6 5x6 4x4 3x6 3x6 21-2-8 21-2-8 9-2-11 9-2-11 21-2-8 11-11-13 4-10-611-0-38.00 12 Plate Offsets (X,Y)-- [1:0-1-9,0-2-4], [8:0-2-0,0-2-3], [17:Edge,0-3-8], [18:Edge,0-3-8], [22:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.67 0.75 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT20HS Weight: 228 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 17-18: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 4-31,3-32,2-33: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-17. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-8 oc bracing: 33-34. WEBS 1 Row at midpt 17-18, 16-19, 15-20, 14-21, 13-22, 12-23, 11-24, 10-25, 9-26, 8-27, 7-28, 6-29 REACTIONS.All bearings 21-2-8. (lb) - Max Horz 34=388(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32 except 34=-846(LC 8), 18=-132(LC 7), 19=-148(LC 6), 33=-1423(LC 7) Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32 except 34=1412(LC 7), 33=942(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-34=-686/409, 1-2=-570/354 WEBS 2-33=-396/591 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 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 100 lb uplift at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32 except (jt=lb) 34=846, 18=132, 19=148, 33=1423. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T06 Truss Type Jack-Open Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032934 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 15:59:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-Xuvt9OKT?L8znbyl28WDkT9KwZnh7IQYVu6NQkyYOYt Scale = 1:14.4 1 2 5 6 3 4 4x6 3-6-5 3-6-5 -1-5-0 1-5-0 3-6-5 3-6-5 0-7-122-3-115.66 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.28 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=87(LC 12) Max Uplift 5=-54(LC 12), 3=-56(LC 12) Max Grav 5=298(LC 18), 3=102(LC 19), 4=60(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-252/181 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially 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 25.0 psf on overhangs non-concurrent with other 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 100 lb uplift at joint(s) 5, 3. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T6 Truss Type Roof Special Qty 2 Ply 1 DREES IGA498 Job Reference (optional) I43032935 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:00 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-EpWfFoSkePPY_7jgeFhZ8aawOb?1Tba0oSXvn9yYOYj Scale = 1:71.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 5x9 6x8 6x6 6x8 3x6 2x4 4x4 4x4 4x6 5x9 1.5x4 1.5x4 4x6 4x6 4x6 4x8 5x9 5x6 6x6 4x6 2-3-8 2-3-8 3-10-8 1-7-0 7-3-8 3-5-0 10-8-8 3-5-0 16-8-3 5-11-11 22-7-15 5-11-11 27-1-0 4-5-1 34-8-0 7-7-0 -1-0-0 1-0-0 2-3-8 2-3-8 3-10-8 1-7-0 7-3-8 3-5-0 10-8-8 3-5-0 16-8-3 5-11-11 22-7-15 5-11-11 27-1-0 4-5-1 34-8-0 7-7-0 0-7-153-2-1511-2-90-8-08.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-8], [5:0-6-12,0-2-0], [7:0-5-4,0-3-0], [9:0-5-12,0-2-0], [14:0-2-12,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.73 0.95 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.83 0.27 (loc) 17-18 17-18 12 l/defl >999 >501 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-21: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 11-12: 2x4 SPF 1650F 1.5E 8-15,9-15,9-14,12-14,11-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -t 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-7 max.): 5-7, 9-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 10-14 WEBS 1 Row at midpt 11-12, 7-17, 8-15, 9-14, 11-14 REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=473(LC 10) Max Uplift 12=-224(LC 7), 2=-231(LC 10) Max Grav 12=1552(LC 1), 2=1624(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3246/779, 4-5=-2788/582, 5-6=-3903/726, 6-7=-3903/726, 7-8=-2708/420, 8-9=-1549/308, 9-10=-900/234, 10-11=-904/237, 11-12=-1477/429 BOT CHORD 20-21=-960/2464, 19-20=-840/2369, 18-19=-1143/5014, 17-18=-1148/5009, 15-17=-584/2199, 14-15=-312/1190, 10-14=-496/229, 2-21=-1028/2605 WEBS 4-20=-253/183, 5-20=-99/287, 5-19=-247/1846, 7-19=-1337/118, 7-17=-3009/603, 8-17=-141/1221, 8-15=-1465/398, 9-15=-216/1153, 9-14=-714/224, 11-14=-405/1540, 4-21=-253/583 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=224, 2=231. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T6A Truss Type Roof Special Qty 4 Ply 1 DREES IGA498 Job Reference (optional) I43032936 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-i?41T8TMPjXPcHHsCyCogn628?KvC4JA16HTJbyYOYi Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 5x9 6x8 3x6 6x8 10x12 1.5x4 1.5x4 3x6 4x4 4x6 6x8 1.5x4 1.5x4 4x6 4x8 1.5x4 6x8 5x6 6x6 4x6 1.5x4 1.5x4 5x9 5x6 2-3-8 2-3-8 3-10-8 1-7-0 7-3-8 3-5-0 10-8-8 3-5-0 11-7-8 0-11-0 14-5-4 2-9-12 18-7-7 4-2-3 22-7-15 4-0-7 28-6-3 5-10-5 34-8-0 6-1-13 -1-0-0 1-0-0 2-3-8 2-3-8 3-10-8 1-7-0 7-3-8 3-5-0 10-8-8 3-5-0 11-7-8 0-11-0 14-5-4 2-9-12 18-7-7 4-2-3 22-7-15 4-0-7 28-6-3 5-10-5 34-8-0 6-1-13 0-7-153-2-1511-2-90-8-08.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-8], [5:0-6-12,0-2-0], [7:0-5-4,Edge], [9:0-4-2,0-2-4], [10:0-5-12,0-2-0], [20:0-5-8,0-4-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.92 0.97 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.97 0.25 (loc) 19 19 13 l/defl >999 >427 n/a L/d 240 180 n/a PLATES MT20 Weight: 216 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-24: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 12-13,10-16,10-14,11-14,12-14,9-16,9-17,9-20: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -t 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-4 max.): 5-7, 10-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 10-14, 11-14, 12-14, 7-20, 9-16, 9-17 2 Rows at 1/3 pts 12-13 REACTIONS. (size)13=Mechanical, 2=0-3-8 Max Horz 2=473(LC 10) Max Uplift 13=-212(LC 7), 2=-211(LC 10) Max Grav 13=1572(LC 1), 2=1658(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3321/734, 4-5=-2854/543, 5-6=-4014/664, 6-7=-4014/664, 7-8=-3531/470, 8-9=-3562/606, 9-10=-1438/287, 10-11=-747/180, 11-12=-747/180, 12-13=-1519/401 BOT CHORD 23-24=-926/2521, 22-23=-806/2426, 21-22=-1045/5148, 20-21=-1049/5145, 16-17=-416/1677, 14-16=-280/1139, 2-24=-992/2665 WEBS 4-23=-255/183, 5-23=-100/289, 5-22=-214/1911, 18-20=0/251, 8-20=-319/207, 10-16=-223/1183, 10-14=-830/224, 11-14=-485/218, 12-14=-370/1537, 7-22=-1365/75, 4-24=-245/596, 7-20=-2653/465, 9-16=-1219/319, 17-20=-405/1543, 9-20=-487/2454 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=212, 2=211. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T7 Truss Type Half Hip Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032937 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-ABdQgUT_A0fGDRs3lgk1D?fFAPmYxZ0JGm00r1yYOYh Scale = 1:65.6 1 2 3 4 5 6 11 10 9 8 7 3x6 4x4 3x6 4x6 1.5x4 4x4 6x8 1.5x4 5x9 5x6 4x8 8-0-14 8-0-14 15-10-3 7-9-6 21-10-2 5-11-14 27-10-0 5-11-14 8-0-14 8-0-14 15-10-3 7-9-6 21-10-2 5-11-14 27-10-0 5-11-14 0-7-1211-2-98.00 12 Plate Offsets (X,Y)-- [1:0-5-2,0-2-0], [4:0-4-8,0-1-12], [7:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.78 0.56 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.25 0.05 (loc) 11-14 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E, 2-11: 2x4 SPF Stud WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. WEBS 1 Row at midpt 6-7, 2-9, 4-8, 5-8 REACTIONS. (size)7=Mechanical, 1=0-3-8 Max Horz 1=448(LC 9) Max Uplift 7=-261(LC 7), 1=-162(LC 10) Max Grav 7=1246(LC 1), 1=1246(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1748/343, 2-4=-1118/340, 4-5=-554/308, 5-6=-554/308, 6-7=-1192/327 BOT CHORD 1-11=-340/1341, 9-11=-340/1341, 8-9=-259/795 WEBS 2-11=0/329, 2-9=-732/320, 4-9=-92/563, 4-8=-547/153, 5-8=-464/226, 6-8=-246/1159 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=261, 1=162. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T7A Truss Type Half Hip Qty 6 Ply 1 DREES IGA498 Job Reference (optional) I43032938 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-eOBotqUdxKn7rbRFJNFGlCCQ?p6qg0HTUQmZNUyYOYg Scale = 1:65.6 1 2 3 4 5 6 7 12 11 10 9 8 3x6 4x4 3x6 4x6 1.5x4 4x4 6x8 1.5x4 5x9 5x6 6x8 8-0-14 8-0-14 15-10-3 7-9-6 21-10-2 5-11-14 27-10-0 5-11-14 -1-0-0 1-0-0 8-0-14 8-0-14 15-10-3 7-9-6 21-10-2 5-11-14 27-10-0 5-11-14 0-7-1211-2-98.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [8:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.77 0.56 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.25 0.05 (loc) 12-15 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-8: 2x4 SPF 2100F 1.8E, 3-12: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 9-10-8 oc bracing. WEBS 1 Row at midpt 7-8, 3-10, 5-9, 6-9 REACTIONS. (size)8=Mechanical, 2=0-3-8 Max Horz 2=460(LC 9) Max Uplift 8=-261(LC 7), 2=-186(LC 10) Max Grav 8=1245(LC 1), 2=1317(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1743/339, 3-5=-1117/339, 5-6=-553/308, 6-7=-553/308, 7-8=-1191/326 BOT CHORD 2-12=-339/1335, 10-12=-339/1335, 9-10=-259/794 WEBS 3-12=0/328, 3-10=-726/318, 5-10=-91/561, 5-9=-546/152, 6-9=-464/226, 7-9=-246/1158 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=261, 2=186. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss T7GE Truss Type Half Hip Supported Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032939 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:04 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-6alA5AVFiev_Tl0Rt5mVIQkdoCYDPbJcj4V7wwyYOYf Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x6 4x4 5x6 3x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 27-10-0 27-10-0 15-10-3 15-10-3 27-10-0 11-11-13 0-7-1211-2-98.00 12 Plate Offsets (X,Y)-- [10:0-2-0,0-2-3], [16:Edge,0-3-8], [17:Edge,0-3-8], [24:0-3-0,0-1-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.16 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 7-27,6-28,5-29,3-30,2-31: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-17, 15-18, 14-19, 13-20, 12-21, 11-22, 10-23, 9-25 REACTIONS.All bearings 27-10-0. (lb) - Max Horz 1=449(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30 except 1=-128(LC 8), 31=-126(LC 10) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31 except 1=270(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-437/280, 2-3=-370/235, 3-5=-331/211, 5-6=-293/186, 6-7=-268/167 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30 except (jt=lb) 1=128, 31=126. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V1 Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032940 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-amJYIWWtTx1r4ubdRoHkrdHsictX82_mykFgSMyYOYe Scale = 1:51.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 123x4 4x4 3x4 13-7-11 13-7-11 9-1-28.00 12 Plate Offsets (X,Y)-- [12:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.22 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 10-13: 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 11-12 REACTIONS.All bearings 13-7-11. (lb) - Max Horz 1=359(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 Max Grav All reactions 250 lb or less at joint(s) 1, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-334/213, 2-3=-310/197, 3-4=-284/180, 4-5=-258/164 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V1A Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032941 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-amJYIWWtTx1r4ubdRoHkrdHtrcuV82kmykFgSMyYOYe Scale = 1:44.4 1 2 3 4 7 6 53x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 11-7-11 11-7-11 7-9-28.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.16 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-7-11. (lb) - Max Horz 1=304(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-161(LC 10), 7=-145(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=405(LC 17), 7=367(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/182 WEBS 3-6=-328/197, 2-7=-281/195 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=161, 7=145. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V1B Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032942 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:06 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-3ztwWsXVEF9ii2Aq_VozNrq130FVtWvvAO_E_pyYOYd Scale = 1:38.2 1 2 3 4 7 6 52x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 9-7-11 9-7-11 6-5-28.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.11 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-7-11. (lb) - Max Horz 1=249(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-165(LC 10), 7=-121(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=416(LC 17), 7=307(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-332/207 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=165, 7=121. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V1C Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032943 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:06 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-3ztwWsXVEF9ii2Aq_VozNrq2k0FZtWGvAO_E_pyYOYd Scale = 1:30.5 1 2 3 5 42x4 1.5x4 1.5x4 1.5x4 1.5x4 7-7-11 7-7-11 5-1-28.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.11 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-7-11, 4=7-7-11, 5=7-7-11 Max Horz 1=193(LC 9) Max Uplift 1=-14(LC 6), 4=-43(LC 7), 5=-164(LC 10) Max Grav 1=132(LC 18), 4=155(LC 17), 5=415(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-327/233 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=164. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V1D Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032944 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-X9RJjCX7?ZHZKCl0YDJCw2ME0QbvczY2P2knXFyYOYc Scale = 1:23.0 1 2 3 5 42x4 1.5x4 1.5x4 1.5x4 1.5x4 5-7-11 5-7-11 3-9-28.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-11, 4=5-7-11, 5=5-7-11 Max Horz 1=138(LC 7) Max Uplift 1=-98(LC 17), 4=-36(LC 7), 5=-154(LC 10) Max Grav 1=96(LC 10), 4=154(LC 17), 5=389(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-306/228 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=154. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V1E Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032945 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-X9RJjCX7?ZHZKCl0YDJCw2MFVQb4c_e2P2knXFyYOYc Scale = 1:15.0 1 2 3 2x4 1.5x4 1.5x4 3-7-11 3-7-11 2-5-28.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-11, 3=3-7-11 Max Horz 1=83(LC 7) Max Uplift 1=-13(LC 10), 3=-42(LC 10) Max Grav 1=136(LC 1), 3=147(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V2 Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032946 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:08 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-?L?hxXYllsPQxMKC6wqRSGvMIqvDLRtCeiTK3hyYOYb Scale = 1:21.6 1 2 32x4 1.5x4 1.5x4 5-3-3 5-3-3 3-6-28.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.42 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-3-3, 3=5-3-3 Max Horz 1=128(LC 7) Max Uplift 1=-20(LC 10), 3=-65(LC 10) Max Grav 1=209(LC 1), 3=226(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V2A Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032947 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:08 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-?L?hxXYllsPQxMKC6wqRSGvRuqxfLRtCeiTK3hyYOYb Scale = 1:13.8 1 2 3 2x4 1.5x4 1.5x4 3-3-3 3-3-3 2-2-28.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-3-3, 3=3-3-3 Max Horz 1=73(LC 9) Max Uplift 1=-12(LC 10), 3=-37(LC 10) Max Grav 1=119(LC 1), 3=129(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V3 Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032948 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-TYY38tZNWAXHZWvPgeMg?TSbQDGu4uaLtLDub7yYOYa Scale = 1:15.2 1 2 3 4 2x4 4x4 2x4 1.5x4 6-6-2 6-6-2 3-3-1 3-3-1 6-6-2 3-3-1 2-2-18.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-6-2, 3=6-6-2, 4=6-6-2 Max Horz 1=-50(LC 6) Max Uplift 1=-33(LC 10), 3=-39(LC 11) Max Grav 1=137(LC 1), 3=137(LC 1), 4=224(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V4 Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032949 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:09 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-TYY38tZNWAXHZWvPgeMg?TSbiDG84u9LtLDub7yYOYa Scale = 1:16.4 1 2 3 4 5 7 6 2x4 3x4 2x4 1.5x4 5x6 1.5x4 1.5x4 10-2-7 10-2-7 1-11-11 1-11-11 8-2-12 6-3-0 10-2-7 1-11-11 1-2-01-3-131-2-08.00 12 Plate Offsets (X,Y)-- [2:0-3-5,Edge], [4:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-2-7. (lb) - Max Horz 1=-26(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=377(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-286/171 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V4A Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032950 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:10 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-xk6RLDa0HUf8BgTbDLtvXh_mxdcRpLpV5?yR7ayYOYZ Scale = 1:17.2 1 2 3 4 5 7 6 2x4 3x4 2x4 1.5x4 5x6 1.5x4 1.5x4 10-2-7 10-2-7 3-11-11 3-11-11 6-2-12 2-3-0 10-2-7 3-11-11 2-6-02-7-132-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-5,Edge], [3:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-2-7. (lb) - Max Horz 1=-62(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V4B Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032951 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:11 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-PwgpZZae2nn_op2nn3O84uXvt1xZYnReKfi_g0yYOYY Scale = 1:21.4 1 2 3 42x4 4x6 2x4 1.5x4 10-2-7 10-2-7 5-1-4 5-1-4 10-2-7 5-1-4 3-4-138.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.18 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-2-7, 3=10-2-7, 4=10-2-7 Max Horz 1=84(LC 7) Max Uplift 1=-43(LC 10), 3=-54(LC 11), 4=-24(LC 10) Max Grav 1=208(LC 1), 3=208(LC 1), 4=415(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-274/97 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V4C Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032952 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:11 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-PwgpZZae2nn_op2nn3O84uXwq1yuYoxeKfi_g0yYOYY Scale = 1:17.1 1 2 3 4 2x4 4x4 2x4 1.5x4 7-8-0 7-8-0 3-10-0 3-10-0 7-8-0 3-10-0 2-6-118.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-8-0, 3=7-8-0, 4=7-8-0 Max Horz 1=-61(LC 6) Max Uplift 1=-39(LC 10), 3=-47(LC 11) Max Grav 1=166(LC 1), 3=166(LC 1), 4=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V4D Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032953 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-t7ECmvbGp5vrQzd_LmvNd648MRITHFtnZJRYCSyYOYX Scale = 1:8.8 1 2 3 2x4 3x4 2x4 3-8-0 3-8-0 1-10-0 1-10-0 3-8-0 1-10-0 1-2-118.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-8-0, 3=3-8-0 Max Horz 1=-24(LC 6) Max Uplift 1=-16(LC 10), 3=-16(LC 11) Max Grav 1=122(LC 1), 3=122(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V5 Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032954 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-t7ECmvbGp5vrQzd_LmvNd643eRI2HEnnZJRYCSyYOYX Scale = 1:29.4 1 2 3 5 42x4 1.5x4 1.5x4 1.5x4 1.5x4 7-4-5 7-4-5 4-10-148.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.33 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-4-5, 4=7-4-5, 5=7-4-5 Max Horz 1=186(LC 9) Max Uplift 1=-17(LC 6), 4=-43(LC 7), 5=-159(LC 10) Max Grav 1=119(LC 18), 4=156(LC 17), 5=402(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-316/227 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=159. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V5A Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032955 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-t7ECmvbGp5vrQzd_LmvNd6420RG?HFtnZJRYCSyYOYX Scale = 1:21.9 1 2 32x4 1.5x4 1.5x4 5-4-5 5-4-5 3-6-148.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.43 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-4-5, 3=5-4-5 Max Horz 1=131(LC 7) Max Uplift 1=-21(LC 10), 3=-66(LC 10) Max Grav 1=213(LC 1), 3=231(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V5B Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032956 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:13 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-LJoa_FcuaP1i27CAvTQc9JcHUrel0i7xnzB5kvyYOYW Scale = 1:14.1 1 2 3 2x4 1.5x4 1.5x4 3-4-5 3-4-5 2-2-148.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-5, 3=3-4-5 Max Horz 1=75(LC 7) Max Uplift 1=-12(LC 10), 3=-38(LC 10) Max Grav 1=123(LC 1), 3=133(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V6 Truss Type GABLE Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032957 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-qVMyBbdWLi9ZfHnMSBxriX9RxEz3l8640dwfGLyYOYV Scale = 1:31.3 1 2 3 4 5 6 7 11 10 9 83x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-7-8 17-7-8 6-8-8 6-8-8 10-11-0 4-2-8 17-7-8 6-8-8 4-5-114-5-118.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.13 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-7-8. (lb) - Max Horz 1=113(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9 except 10=-155(LC 10), 8=-153(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=265(LC 1), 10=430(LC 17), 8=427(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-321/201, 6-8=-318/199 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 10=155, 8=153. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V7 Truss Type GABLE Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032958 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-qVMyBbdWLi9ZfHnMSBxriX9SqE_Vl8340dwfGLyYOYV Scale = 1:28.9 1 2 3 4 5 8 7 63x4 3x4 1.5x4 5x9 1.5x4 1.5x4 1.5x4 1.5x4 13-7-8 13-7-8 6-8-8 6-8-8 6-11-0 0-2-8 13-7-8 6-8-8 4-5-114-5-118.00 12 Plate Offsets (X,Y)-- [3:0-7-1,0-2-15] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-7-8. (lb) - Max Horz 1=-113(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-149(LC 10), 6=-149(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=293(LC 1), 8=358(LC 17), 6=358(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-288/191, 4-6=-288/190 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=149, 6=149. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V8 Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032959 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:15 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-IiwKPxd860HQHRMY0uT4EkicPeIrUbYEFHgCpnyYOYU Scale = 1:20.8 1 2 3 42x4 4x6 2x4 1.5x4 9-7-8 9-7-8 4-9-12 4-9-12 9-7-8 4-9-12 3-2-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.16 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-7-8, 3=9-7-8, 4=9-7-8 Max Horz 1=-78(LC 6) Max Uplift 1=-40(LC 10), 3=-50(LC 11), 4=-22(LC 10) Max Grav 1=195(LC 1), 3=195(LC 1), 4=389(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-257/92 NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. September 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job RICHLAND_MASTER Truss V9 Truss Type Valley Qty 1 Ply 1 DREES IGA498 Job Reference (optional) I43032960 8.420 s Aug 25 2020 MiTek Industries, Inc. Wed Sep 30 16:00:15 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:zPmcKGhx7yY4awNghdfe5_zumvj-IiwKPxd860HQHRMY0uT4EkieaeKbUc9EFHgCpnyYOYU Scale = 1:13.7 1 2 3 4 2x4 4x4 2x4 1.5x4 5-7-8 5-7-8 2-9-12 2-9-12 5-7-8 2-9-12 1-10-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-8, 3=5-7-8, 4=5-7-8 Max Horz 1=42(LC 7) Max Uplift 1=-27(LC 10), 3=-33(LC 11) Max Grav 1=116(LC 1), 3=116(LC 1), 4=189(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 30,2020 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