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HomeMy WebLinkAboutM003.0Re: Liu, Xuegang Pages or sheets covered by this seal: I32626968 thru I32627012 My license renewal date for the state of Indiana is July 31, 2018. 18020075-A Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 22A THE GROVE-Roof Trusses The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components-Pittsboro, IN. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. March 7,2018 Job 18020075-A Truss FJ Truss Type JACK Qty 4 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626968 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:29 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-rKjB2WC3iZ9_oYNYTZhdUDt1sEUI7oCF0_j14Ezdawq Scale = 1:8.8 1 2 53 4 2x4 2-6-0 2-6-0 -1-0-0 1-0-0 2-6-0 2-6-0 0-4-71-2-70-4-30-10-41-2-74.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=52/Mechanical, 2=178/0-3-8, 4=23/Mechanical Max Horz 2=39(LC 5) Max Uplift 3=-17(LC 5), 2=-48(LC 5) Max Grav 3=52(LC 1), 2=178(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-5-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss J1 Truss Type Jack-Open Qty 2 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626969 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:30 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-JWHZFsChTtHrPiyl0GCs0RQCfeq7sFSOEeTbcgzdawp Scale = 1:7.7 1 2 3 4 2x4 1-4-12 1-4-4 -0-11-8 0-11-8 1-4-12 1-4-12 0-5-20-11-134.82 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=19/Mechanical, 2=135/0-3-8, 4=14/Mechanical Max Horz 2=32(LC 7) Max Uplift 3=-8(LC 8), 2=-43(LC 7) Max Grav 3=19(LC 1), 2=135(LC 1), 4=27(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss L Truss Type Roof Special Qty 3 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626970 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:30 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-JWHZFsChTtHrPiyl0GCs0RQ43eiFsC9OEeTbcgzdawp Scale = 1:62.312 3 4 5 6 9 87 10 11 12 13 4x6 5x6 3x6 5x8 2x4 3x6 3x4 3x6 3x6 3x6 0-3-8 0-3-8 9-0-4 8-8-12 13-10-4 4-10-0 0-3-8 0-3-8 1-4-0 1-0-8 9-0-4 7-8-4 13-10-4 4-10-0 15-0-0 1-1-12 8-10-129-2-29-9-61-5-40-7-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.52 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.39 0.02 (loc) 8-9 8-9 7 l/defl >999 >419 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 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* 4-8,5-7,5-8: 2x4 SPF Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-9, 1-11 REACTIONS.(lb/size) 7=624/Mechanical, 11=515/0-3-0 Max Horz 11=-291(LC 8) Max Uplift 7=-4(LC 8), 11=-119(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-612/0, 9-10=-168/601, 1-10=-168/601, 5-7=-601/20 BOT CHORD 8-9=0/468 WEBS 2-9=-316/147, 4-9=-461/166, 5-8=0/492, 1-11=-515/119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-4 to 4-4-0, Interior(1) 4-4-0 to 15-0-0 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 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 11=119. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss L1 Truss Type Monopitch Qty 3 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626971 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:31 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-njrxSCDJEAPi1rXxazj5ZeyM_27SbfbYTIC896zdawo Scale = 1:25.1 1 2 3 5 4 6 7 8 5x6 3x4 3x6 2x4 3x6 4-11-4 4-11-4 -1-1-12 1-1-12 4-11-4 4-11-4 1-6-40-8-14-8-120-3-80-7-44-8-128.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.21 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 4-5 4-5 7 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=273/0-1-8, 7=152/0-3-8 Max Horz 5=139(LC 7) Max Uplift 5=-2(LC 7), 7=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-1-12 to 1-10-4, Interior(1) 1-10-4 to 4-6-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss LB Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626972 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:31 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-njrxSCDJEAPi1rXxazj5ZeyL127WbhDYTIC896zdawo Scale = 1:51.01 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x4 3x4 4x5 4x6 3x6 3x4 14-0-0 14-0-0 1-4-0 1-4-0 14-0-0 12-8-0 15-0-0 1-0-0 8-3-89-2-20-8-138.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-1-12], [7:0-2-4,0-2-4], [8:0-2-2,0-0-0], [13:0-4-2,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.20 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 14 14 13 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 100 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* 2-23,3-22: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud 1-7-0 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 REACTIONS.All bearings 14-0-0. (lb) - Max Horz 24=-308(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-265/134, 10-11=-287/133, 11-13=-380/158 BOT CHORD 23-24=-113/315, 22-23=-113/315, 21-22=-113/315, 20-21=-113/315, 19-20=-113/315, 18-19=-113/315, 17-18=-113/315, 16-17=-113/315, 15-16=-113/315, 13-15=-113/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 4-4-0, Exterior(2) 4-4-0 to 15-0-0 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss LG3 Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626973 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:32 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:TMS9Z00eNh8ErpCuZhdQeKyi_ne-FvPJgYEx?UXZf?678hEK6sVZcSWRK98hiyyhhYzdawn Scale = 1:31.3 1 2 3 4 5 876 9 10 11 12 2x4 4x5 2x4 2x4 2x4 2x4 2x4 2x4 7-9-8 7-9-8 3-10-12 3-10-12 7-9-8 3-10-12 4-8-314.42 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.03 0.05 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: 30 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 7-9-8. (lb) - Max Horz 1=-106(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-117(LC 7), 6=-117(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 3-10-12, Exterior(2) 3-10-12 to 6-10-12 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 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) 8=117, 6=117. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss MB Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626974 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:33 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-j5zhtuFZmofQG9gJiOlZe32iAsrs3cpqwchFD?zdawm Scale = 1:25.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x5 3x6 3x6 5x8 5x8 10-8-0 10-8-0 -1-0-0 1-0-0 5-4-0 5-4-0 10-8-0 5-4-0 11-8-0 1-0-0 0-8-134-3-80-8-138.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-1], [10:0-2-4,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 90 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 SLIDER Left 2x4 SPF Stud 1-5-12, Right 2x4 SPF Stud 1-5-12 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 10-8-0. (lb) - Max Horz 2=93(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 5-4-0, Corner(3) 5-4-0 to 8-4-0 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss MG Truss Type Common Girder Qty 1 Ply 2 22A THE GROVE-Roof Trusses Job Reference (optional) I32626975 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:33 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-j5zhtuFZmofQG9gJiOlZe32cIslR3STqwchFD?zdawm Scale = 1:26.4 1 2 3 456 78 4x5 3x10 5x8 5x8 JUS26 JUS26 JUS26 JUS26 JUS26 5-4-0 5-4-0 10-8-0 5-4-0 5-4-0 5-4-0 10-8-0 5-4-0 0-8-134-3-80-8-138.00 12 Plate Offsets (X,Y)-- [1:0-0-7,0-0-11], [1:0-0-14,0-4-13], [1:Edge,0-1-5], [3:0-0-7,0-0-11], [3:0-0-14,0-4-13], [3:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.51 0.43 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 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.(lb/size) 1=2568/0-3-8, 3=2783/0-3-8 Max Horz 1=-90(LC 3) Max Uplift 1=-178(LC 5), 3=-152(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2994/176, 2-3=-2994/176 BOT CHORD 1-4=-89/2337, 3-4=-89/2337 WEBS 2-4=-108/3191 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 1=178, 3=152. 7) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-2-0 from the left end to 9-1-8 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-993(B) 5=-547(B) 6=-993(B) 7=-993(B) 8=-993(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss P Truss Type COMMON Qty 4 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626976 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:34 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-BIX45DFCX5nHuJFWF6GoBHaowF6joyR_9GRolRzdawl Scale = 1:53.8 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 24 25 26 27 3x6 4x6 3x6 3x10 3x4 3x6 3x10 3x6 3x6 2x4 3x10 3x4 2x4 6-5-2 6-5-2 11-5-4 5-0-2 18-10-14 7-5-10 25-4-0 6-5-2 -1-0-0 1-0-0 6-5-2 6-5-2 12-8-0 6-2-14 18-10-14 6-2-14 25-4-0 6-5-2 26-4-0 1-0-0 0-8-139-2-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge], [10:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.39 0.36 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.02 (loc) 12-14 12-14 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-14,8-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-14 REACTIONS.(lb/size) 2=526/0-3-8, 14=996/0-3-8, 10=624/0-3-8 Max Horz 2=-199(LC 5) Max Uplift 2=-89(LC 7), 10=-100(LC 8) Max Grav 2=531(LC 11), 14=996(LC 1), 10=624(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-457/121, 8-10=-619/121 BOT CHORD 2-15=-108/352, 14-15=-108/352, 12-14=0/482, 10-12=0/482 WEBS 4-14=-463/147, 6-14=-295/0, 8-14=-516/135, 8-12=0/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-8-0, Exterior(2) 12-8-0 to 15-8-0 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 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) 2, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss P1 Truss Type COMMON Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626977 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:34 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-BIX45DFCX5nHuJFWF6GoBHaoxF6joyR_9GRolRzdawl Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 14 13 12 11 23 24 25 26 3x6 4x6 3x6 3x6 4x6 3x4 3x10 3x6 3x10 3x4 3x6 2x4 2x4 6-5-2 6-5-2 11-5-4 5-0-2 18-10-14 7-5-10 25-4-0 6-5-2 -1-0-0 1-0-0 6-5-2 6-5-2 12-8-0 6-2-14 18-10-14 6-2-14 25-4-0 6-5-2 0-8-139-2-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.39 0.36 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.02 (loc) 11-13 11-13 2 l/defl >999 >999 n/a L/d 240 180 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 Stud *Except* 6-13,8-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 8-13 REACTIONS.(lb/size) 10=567/Mechanical, 13=987/0-3-8, 2=532/0-3-8 Max Horz 2=207(LC 6) Max Uplift 10=-66(LC 8), 2=-88(LC 7) Max Grav 10=567(LC 1), 13=987(LC 1), 2=533(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-461/118, 8-10=-599/120 BOT CHORD 2-14=-114/355, 13-14=-114/355, 11-13=-18/494, 10-11=-18/494 WEBS 4-13=-463/147, 6-13=-284/0, 8-13=-521/137, 8-11=0/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-8-0, Exterior(2) 12-8-0 to 15-8-0 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 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) 10, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss P2 Truss Type COMMON Qty 4 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626978 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:35 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-fU5SIZGqIPv8WTqippn1jU7_PfQjXQS7OvAMItzdawk Scale = 1:49.0 1 2 3 4 5 6 7 8 9 13 12 11 10 22 23 24 25 3x6 4x5 3x6 5x8 3x4 3x6 3x10 3x6 5x8 3x4 3x6 2x4 2x4 6-5-2 6-5-2 11-5-4 5-0-2 18-10-14 7-5-10 25-4-0 6-5-2 6-5-2 6-5-2 12-8-0 6-2-14 18-10-14 6-2-14 25-4-0 6-5-2 0-8-139-2-20-8-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.34 0.50 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.25 0.06 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-12,7-12: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS.(lb/size) 1=1013/Mechanical, 9=1013/Mechanical Max Horz 1=196(LC 6) Max Uplift 1=-43(LC 7), 9=-43(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1368/90, 3-5=-1066/131, 5-7=-956/134, 7-9=-1380/83 BOT CHORD 1-13=-72/1079, 12-13=-72/1079, 10-12=0/1087, 9-10=0/1087 WEBS 3-12=-413/152, 5-12=-44/653, 7-12=-476/141, 7-10=0/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-8-0, Exterior(2) 12-8-0 to 15-8-0 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 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, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss P3 Truss Type COMMON Qty 3 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626979 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:36 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-8geqWvHS3j2?7dPuNXJGGig3F3jMGtdHdZwvqKzdawj Scale = 1:48.6 1 2 3 4 5 6 7 11 10 9 8 16 17 18 193x6 4x5 3x10 6x8 3x6 3x4 3x6 5x6 3x4 3x10 2x4 6-5-2 6-5-2 11-5-4 5-0-2 20-6-0 9-0-12 6-5-2 6-5-2 12-8-0 6-2-14 20-6-0 7-10-0 0-8-139-2-23-11-88.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.72 0.67 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.02 (loc) 8-10 8-10 8 l/defl >999 >539 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-10,7-10: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=814/0-3-8, 1=814/Mechanical Max Horz 1=188(LC 6) Max Uplift 8=-37(LC 7), 1=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-987/72, 3-5=-733/98, 5-7=-710/107, 7-8=-730/84 BOT CHORD 1-11=-128/810, 10-11=-128/810 WEBS 3-10=-417/157, 5-10=0/381, 7-10=-12/464 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-8-0, Exterior(2) 12-8-0 to 15-8-0 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 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) 8, 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss P4 Truss Type Jack-Closed Qty 3 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626980 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:36 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-8geqWvHS3j2?7dPuNXJGGig713pnGtIHdZwvqKzdawj Scale = 1:43.2 1 2 3 6 5 4 7 8 5x8 3x4 3x4 3x6 2x4 6-5-2 6-5-2 11-7-0 5-1-14 5-9-8 5-9-8 6-5-2 0-7-10 11-7-0 5-1-14 0-8-138-5-88.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.26 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud *Except* 3-4: 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 REACTIONS.(lb/size) 6=452/Mechanical, 4=452/0-3-8 Max Horz 6=242(LC 6) Max Uplift 4=-82(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-390/73, 1-2=-486/64 BOT CHORD 5-6=-158/325, 4-5=-158/325 WEBS 2-4=-439/135, 2-5=0/258 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-5-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss P4B Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626981 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:37 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-csCCjFI4p0Aslm_5xEqVpvCLCTA_?PxQrDfSMmzdawi Scale = 1:43.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x6 3x4 3x4 11-3-8 11-3-8 0-8-138-3-28.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [9:0-0-13,0-1-8], [18:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.20 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: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-10: 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 11-3-8. (lb) - Max Horz 18=236(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 18, 10, 11, 12, 13, 14, 15 except 17=-123(LC 7) Max Grav All reactions 250 lb or less at joint(s) 18, 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=-367/127, 2-3=-286/108, 3-4=-265/110 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-3-8, Exterior(2) 3-3-8 to 11-1-12 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 18, 10, 11, 12, 13, 14, 15 except (jt=lb) 17=123. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss PB Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626982 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:38 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-43maxbJiaKIjNwZHUxLkL7lZwtZrks?a4tP0uCzdawh Scale = 1:49.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 4x5 3x6 3x6 3x4 5x6 3x6 3x4 25-4-0 25-4-0 -1-0-0 1-0-0 12-8-0 12-8-0 25-4-0 12-8-0 26-4-0 1-0-0 0-8-139-2-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [8:0-2-12,0-1-8], [18:0-2-12,0-1-8], [24:0-3-6,0-0-5], [34:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.03 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 25 25 24 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 13-34,12-35,14-33: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 1-7-0, Right 2x4 SPF Stud 1-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-34 REACTIONS.All bearings 25-4-0. (lb) - Max Horz 2=-207(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 24, 35, 36, 37, 38, 39, 40, 41, 42, 33, 32, 31, 30, 29, 28, 27, 26, 2 Max Grav All reactions 250 lb or less at joint(s) 24, 34, 35, 36, 37, 38, 39, 40, 41, 42, 33, 32, 31, 30, 29, 28, 27, 26, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 12-8-0, Corner(3) 12-8-0 to 15-8-0 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 35, 36, 37, 38, 39, 40, 41, 42, 33, 32, 31, 30, 29, 28, 27, 26, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss R Truss Type COMMON Qty 9 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626983 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:38 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-43maxbJiaKIjNwZHUxLkL7lTrtQdkrDa4tP0uCzdawh Scale = 1:38.2 1 2 3 4 5 6 7 8 17 18 19 20 5x8 3x4 5x8 3x4 2x4 4x6 8-0-0 8-0-0 16-0-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 16-0-0 8-0-0 17-0-0 1-0-0 0-8-136-0-130-8-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.46 0.62 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.24 0.05 (loc) 8-15 8-15 2 l/defl >999 >784 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 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.(lb/size) 2=700/0-3-8, 6=700/0-3-8 Max Horz 2=-126(LC 5) Max Uplift 2=-59(LC 7), 6=-59(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-690/78, 4-6=-690/77 BOT CHORD 2-8=0/510, 6-8=0/510 WEBS 4-8=0/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0 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 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) 2, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss R1 Truss Type COMMON Qty 2 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626984 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:39 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-YFKz8xJKLeQZ_48T2fszuKHeRGliTISjJX8ZRezdawg Scale = 1:36.3 1 2 3 4 5 6 7 16 17 18 19 5x8 3x4 5x8 3x4 2x4 4x6 8-0-0 8-0-0 16-0-0 8-0-0 8-0-0 8-0-0 16-0-0 8-0-0 17-0-0 1-0-0 0-8-136-0-130-8-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.47 0.63 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.26 0.06 (loc) 7-10 7-10 1 l/defl >999 >749 n/a L/d 240 180 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 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 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.(lb/size) 1=638/Mechanical, 5=702/0-3-8 Max Horz 1=-134(LC 5) Max Uplift 1=-26(LC 7), 5=-59(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-660/78, 3-5=-694/79 BOT CHORD 1-7=0/514, 5-7=0/514 WEBS 3-7=0/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0 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 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, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss RG Truss Type QUEENPOST Qty 1 Ply 2 22A THE GROVE-Roof Trusses Job Reference (optional) I32626985 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:39 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-YFKz8xJKLeQZ_48T2fszuKHg1GiMT7JjJX8ZRezdawg Scale = 1:36.2 1 2 3 4 5 6 7 89 10 11 12 13 14 15 168x10 3x10 8x10 3x10 4x6 8x10 2x4 2x4 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 8-0-0 8-0-0 16-0-0 8-0-0 4-0-11 4-0-11 8-0-0 3-11-5 11-11-5 3-11-5 16-0-0 4-0-11 0-8-136-0-130-8-138.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-3-3], [7:0-0-15,0-3-3], [8:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.78 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.25 0.02 (loc) 1-8 1-8 7 l/defl >999 >747 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-3-8, Right 2x4 SPF Stud 2-3-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=3744/0-3-8, 7=4174/0-3-8 Max Horz 1=-132(LC 3) Max Uplift 1=-417(LC 5), 7=-466(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4040/480, 3-4=-3900/482, 4-5=-3899/482, 5-7=-4039/480 BOT CHORD 1-8=-384/3236, 7-8=-337/3234 WEBS 4-8=-456/3979 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 0-8-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 1=417, 7=466. 7) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-0 from the left end to 15-6-0 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-20, 1-4=-60, 4-7=-60 Concentrated Loads (lb) Vert: 9=-832(B) 10=-832(B) 11=-832(B) 12=-832(B) 13=-832(B) 14=-832(B) 15=-832(B) 16=-838(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss RG1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 22A THE GROVE-Roof Trusses Job Reference (optional) I32626986 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:40 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-0RuLLHKy6xYQcEjgcMNCQYqksg11CZosXBu6z5zdawf Scale = 1:36.8 1 2 3 4 5 6 7 8 12 11 10 9 19 20 21 22 23 24 25 26 27 6x12 MT18H 5x6 8x10 10x12 MT18H 3x6 2x4 7x10 3x4 3x4 3x6 6x12 MT18H JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 NAILED NAILED JUS26 0-1-8 0-1-8 3-2-13 3-1-5 5-7-15 2-5-2 11-9-8 6-1-9 15-8-13 3-11-5 19-9-8 4-0-11 3-2-13 3-2-13 5-7-15 2-5-2 11-9-8 6-1-9 15-8-13 3-11-5 19-9-8 4-0-11 20-9-8 1-0-0 0-4-71-11-126-0-130-8-133.41 12 8.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [7:0-0-7,0-1-8], [11:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.81 0.88 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.65 0.09 (loc) 10-11 10-11 7 l/defl >888 >362 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 205 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 3-10,4-10: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud 2-3-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS.(lb/size) 7=4371/0-3-8, 1=5614/0-4-15 Max Horz 1=127(LC 12) Max Uplift 1=-274(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-15962/759, 2-3=-14862/660, 3-4=-5316/179, 4-5=-5273/204, 5-7=-5460/0 BOT CHORD 1-12=-756/15335, 11-12=-756/15335, 10-11=-638/14015, 9-10=0/4447, 7-9=0/4447 WEBS 3-11=-191/3318, 3-10=-9963/591, 4-10=-112/5426, 5-10=-290/78, 5-9=0/258, 2-12=-67/753, 2-11=-1113/223 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=274. 8) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-3-8 from the left end to 19-3-0 to connect truss(es) to front face of bottom chord. 9) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 3-8-12 from the left end to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss RG1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 22A THE GROVE-Roof Trusses Job Reference (optional) I32626986 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:40 2018 Page 2 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-0RuLLHKy6xYQcEjgcMNCQYqksg11CZosXBu6z5zdawf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-8=-60, 1-13=-20 Concentrated Loads (lb) Vert: 11=-993(F) 12=-993(F) 15=-438(F) 18=-993(F) 21=-687(B) 22=-993(F) 23=-794(F) 24=-794(F) 25=-794(F) 26=-432(F) 27=-432(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 18020075-A Truss RG2 Truss Type Monopitch Girder Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626987 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:41 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-UeSjZdLbtFgHEOIsA4uRzlN1Q4RZxEA0mrdgVXzdawe Scale = 1:9.8 1 2 3 4 5 67 2x4 2x4 3x4 NAILED NAILED JUS26 JUS26 0-3-4 0-3-4 3-9-0 3-5-12 3-9-0 3-9-0 0-4-31-4-153.41 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.60 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 1-3 1-3 3 l/defl >999 >879 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=707/Mechanical, 1=807/0-4-15 Max Horz 1=33(LC 4) Max Uplift 3=-48(LC 5), 1=-49(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 1. 5) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-9-4 from the left end to 2-9-4 to connect truss(es) to back face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 5=-622(B) 7=-620(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss T Truss Type ROOF SPECIAL Qty 3 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626988 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:42 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-yq05mzMDeZo8rYt2jnPgWzv8wUnLgZV9?VND1zzdawd Scale = 1:58.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 21 22 23 24 4x5 3x6 4x5 3x6 3x6 5x8 3x4 3x10 3x10 3x6 2x4 4x5 2x4 3x6 3x4 4-10-14 4-10-14 7-10-12 2-11-14 12-11-12 5-1-0 14-9-0 1-9-4 21-7-4 6-10-4 29-6-0 7-10-12 4-10-14 4-10-14 7-10-12 2-11-14 14-9-0 6-10-4 21-7-4 6-10-4 29-6-0 7-10-12 30-6-0 1-0-0 2-4-74-0-110-6-130-8-134.00 12 8.00 12 Plate Offsets (X,Y)-- [15:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.52 0.63 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.37 0.05 (loc) 11-13 11-13 9 l/defl >999 >948 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-13,7-13,3-13: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS.(lb/size) 9=1235/0-3-8, 16=1173/Mechanical Max Horz 16=233(LC 6) Max Uplift 9=-81(LC 8), 16=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1370/76, 2-3=-1472/114, 3-5=-1242/150, 5-7=-1083/156, 7-9=-1605/93, 1-16=-1124/75 BOT CHORD 14-15=-69/1273, 13-14=-53/1215, 11-13=0/1255, 9-11=0/1255 WEBS 5-13=-55/784, 2-15=-476/62, 7-13=-571/160, 1-15=-16/1328, 7-11=0/333, 3-13=-442/164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-9-0, Exterior(2) 14-9-0 to 17-9-0 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 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) 9, 16. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss T1 Truss Type COMMON Qty 2 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626989 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:42 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-yq05mzMDeZo8rYt2jnPgWzv9LUnvgaf9?VND1zzdawd Scale = 1:55.8 1 2 3 4 5 6 7 8 9 10 14 13 12 11 23 24 25 26 3x6 4x5 3x6 3x6 5x8 3x4 3x10 3x6 2x4 5x8 3x4 3x6 2x4 7-10-12 7-10-12 12-11-12 5-1-0 21-7-4 8-7-8 29-6-0 7-10-12 7-10-12 7-10-12 14-9-0 6-10-4 21-7-4 6-10-4 29-6-0 7-10-12 30-6-0 1-0-0 0-8-1310-6-130-8-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.49 0.60 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.39 0.07 (loc) 11-13 11-13 9 l/defl >999 >910 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 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* 7-11,3-14: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS.(lb/size) 9=1241/0-3-8, 1=1179/0-3-8 Max Horz 1=-239(LC 5) Max Uplift 9=-82(LC 8), 1=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1606/105, 3-5=-1261/154, 5-7=-1092/158, 7-9=-1615/94 BOT CHORD 1-14=-66/1258, 13-14=-66/1258, 11-13=0/1263, 9-11=0/1263 WEBS 5-13=-68/807, 7-13=-572/160, 7-11=0/337, 3-13=-495/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-9-0, Exterior(2) 14-9-0 to 17-9-0 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 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) 9, 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss T2 Truss Type COMMON Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626990 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:43 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-Q0ZT_IMrPsw?ThREHVxv2ASJIu8JP07JE96naQzdawc Scale = 1:55.8 1 2 3 4 5 6 7 8 9 10 14 13 12 11 23 24 25 26 27 28 29 3x6 4x5 3x6 3x6 3x10 3x4 3x10 3x6 2x4 5x6 3x4 3x6 2x4 7-10-12 7-10-12 12-11-12 5-1-0 21-7-4 8-7-8 29-6-0 7-10-12 7-10-12 7-10-12 14-9-0 6-10-4 21-7-4 6-10-4 29-6-0 7-10-12 30-6-0 1-0-0 0-8-1310-6-130-8-138.00 12 Plate Offsets (X,Y)-- [9:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.54 0.52 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.26 0.04 (loc) 11-13 11-13 1 l/defl >999 >750 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 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* 7-11,3-14: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 7-13 REACTIONS.(lb/size) 9=813/0-3-8, 13=974/0-3-8, 1=633/Mechanical Max Horz 1=-239(LC 6) Max Uplift 9=-126(LC 9), 1=-94(LC 8) Max Grav 9=813(LC 1), 13=1019(LC 2), 1=633(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-649/179, 3-5=-324/251, 5-7=-349/218, 7-9=-896/167 BOT CHORD 1-14=-126/518, 13-14=-126/518, 11-13=-23/686, 9-11=-23/686 WEBS 7-13=-672/155, 7-11=0/387, 3-13=-544/174, 3-14=0/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-9-0, Exterior(2) 14-9-0 to 17-9-0 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 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 1 except (jt=lb) 9=126. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss T3 Truss Type COMMON Qty 10 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626991 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:43 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-Q0ZT_IMrPsw?ThREHVxv2ASJIu6_P07JE96naQzdawc Scale = 1:55.5 1 2 3 4 5 6 7 8 9 13 12 11 10 22 23 24 25 26 27 28 3x6 4x5 3x6 3x6 5x6 3x4 3x10 3x6 2x4 5x6 3x4 3x6 2x4 7-10-12 7-10-12 12-11-12 5-1-0 21-7-4 8-7-8 29-6-0 7-10-12 7-10-12 7-10-12 14-9-0 6-10-4 21-7-4 6-10-4 29-6-0 7-10-12 0-8-1310-6-130-8-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.54 0.67 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.26 0.04 (loc) 10-12 10-12 1 l/defl >999 >754 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 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* 7-10,3-13: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-12 REACTIONS.(lb/size) 9=757/Mechanical, 12=963/0-3-8, 1=640/Mechanical Max Horz 1=229(LC 7) Max Uplift 9=-92(LC 9), 1=-93(LC 8) Max Grav 9=757(LC 1), 12=1010(LC 2), 1=640(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-660/177, 3-5=-336/248, 5-7=-358/216, 7-9=-866/166 BOT CHORD 1-13=-136/528, 12-13=-136/528, 10-12=-37/696, 9-10=-37/696 WEBS 7-12=-675/157, 7-10=0/387, 3-12=-544/174, 3-13=0/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-9-0, Exterior(2) 14-9-0 to 17-9-0 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 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 9, 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss T3B Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626992 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:45 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-vD7sBeNTAA2s5r0RrCS8bO?aGHbQ8aUSSpsK6rzdawb Scale = 1:54.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 3x6 4x5 3x6 3x6 5x6 29-6-0 29-6-0 14-9-0 14-9-0 29-6-0 14-9-0 0-8-1310-6-130-8-138.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [25:0-1-3,0-1-12], [25:Edge,0-3-8], [26:0-0-0,0-1-12], [36:0-3-0,0-3-0], [48:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.08 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 204 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 *Except* 13-37,12-38,11-39,10-40,14-36,15-35,16-34: 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 13-37, 12-38, 11-39, 14-36, 15-35 REACTIONS.All bearings 29-6-0. (lb) - Max Horz 48=244(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 26, 38, 39, 40, 41, 42, 43, 44, 45, 46, 35, 34, 33, 32, 31, 30, 29, 28, 27 except 48=-120(LC 5), 47=-113(LC 6) Max Grav All reactions 250 lb or less at joint(s) 48, 26, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 14-9-0, Corner(3) 14-9-0 to 17-9-0 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 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) 26, 38, 39, 40, 41, 42, 43, 44, 45, 46, 35, 34, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 48=120, 47=113. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss TB Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626993 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:46 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-rbFccKPjinIaK9ApydUcgp4vq5GVcTXlw7LRAkzdawZ Scale = 1:54.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 50 3x6 3x6 4x5 3x6 3x6 5x6 29-6-0 29-6-0 4-10-14 4-10-14 14-9-0 9-10-2 29-6-0 14-9-0 2-4-74-0-110-6-130-8-134.00 12 8.00 12 Plate Offsets (X,Y)-- [26:0-1-3,0-1-12], [26:Edge,0-3-8], [27:0-0-0,0-1-12], [37:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.11 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 27 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 207 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 *Except* 14-38,13-39,12-40,11-41,15-37,16-36,17-35: 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 14-38, 13-39, 12-40, 15-37, 16-36 REACTIONS.All bearings 29-6-0. (lb) - Max Horz 49=248(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 49, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29 except 27=-206(LC 6), 28=-110(LC 5) Max Grav All reactions 250 lb or less at joint(s) 49, 27, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28 except 38=260(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-25/273, 13-14=-27/284, 14-15=-27/284, 15-16=-26/274, 25-26=-209/253 WEBS 14-38=-251/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 14-9-0, Corner(3) 14-9-0 to 17-9-0 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 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) 49, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29 except (jt=lb) 27=206, 28=110. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VM Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626994 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:47 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-Jop_pgPLT5QRyJl0WK?rD0d7sVdlLxCu8n4_jBzdawY Scale = 1:31.7 1 2 3 45678910 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 3x4 5x6 5x6 3x4 5x6 0-0-6 0-0-6 5-5-2 5-4-12 13-5-0 7-11-14 18-10-1 5-5-2 5-5-2 5-5-2 13-5-0 7-11-14 18-10-1 5-5-2 0-0-43-5-103-7-60-0-43-5-108.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-3], [10:0-3-0,0-2-3], [17:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.06 0.04 0.03 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: 75 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.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-9-5. (lb) - Max Horz 1=75(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 23, 24, 21, 20, 19, 18, 17, 15, 14, 22 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 23, 24, 21, 20, 19, 18, 17, 15, 14, 22, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-5-2, Exterior(2) 5-5-2 to 17-7-14, Interior(1) 17-7-14 to 18-4-5 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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, 23, 24, 21, 20, 19, 18, 17, 15, 14, 22. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VM1 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626995 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:47 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-Jop_pgPLT5QRyJl0WK?rD0d4YVbWLwSu8n4_jBzdawY Scale = 1:24.5 1 2 3 4 6 5 7 8 9 10 3x4 5x6 5x6 3x4 2x4 2x4 0-0-6 0-0-6 5-5-2 5-4-12 9-5-0 3-11-14 14-10-1 5-5-2 5-5-2 5-5-2 9-5-0 3-11-14 14-10-1 5-5-2 0-0-43-5-103-7-60-0-43-5-108.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-3], [3:0-3-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.18 0.08 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: 42 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 14-9-5. (lb) - Max Horz 1=-75(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 6=381(LC 11), 5=381(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-269/97, 3-5=-269/79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-5-2, Exterior(2) 5-5-2 to 9-5-0, Interior(1) 13-7-14 to 14-4-5 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 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, 4, 6, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VM2 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626996 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:48 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-n_NM10Q_EPYIaTKC42W4lE9C2vvS4Np2NRqYFdzdawX Scale = 1:22.7 1 2 3 4 5 6 7 8 2x4 4x5 2x4 2x4 0-0-6 0-0-6 10-10-1 10-9-11 5-5-1 5-5-1 10-10-1 5-5-1 0-0-43-7-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.41 0.27 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: 29 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.(lb/size) 1=215/10-9-5, 3=215/10-9-5, 4=360/10-9-5 Max Horz 1=-77(LC 5) Max Uplift 1=-32(LC 7), 3=-38(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-5-1, Exterior(2) 5-5-1 to 8-5-1 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 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VM3 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626997 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:48 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-n_NM10Q_EPYIaTKC42W4lE9GDvy84OP2NRqYFdzdawX Scale = 1:15.7 1 2 3 4 2x4 4x5 2x4 2x4 0-0-6 0-0-6 6-10-1 6-9-11 3-5-1 3-5-1 6-10-1 3-5-1 0-0-42-3-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.10 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: 18 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.(lb/size) 1=128/6-9-5, 3=128/6-9-5, 4=214/6-9-5 Max Horz 1=-46(LC 5) Max Uplift 1=-19(LC 7), 3=-22(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VR1 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626998 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:49 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-FAxlEMRc?ig9BcvOel2JIRiLlIF0pquBc5Z5n3zdawW Scale = 1:21.5 1 2 3 4 5 6 7 8 3x4 4x5 3x4 2x4 0-0-6 0-0-6 11-7-3 11-6-13 5-9-10 5-9-10 11-7-3 5-9-10 0-0-43-10-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.48 0.31 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: 31 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.(lb/size) 1=232/11-6-7, 3=232/11-6-7, 4=388/11-6-7 Max Horz 1=-82(LC 5) Max Uplift 1=-34(LC 7), 3=-41(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-255/51 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-9-10, Exterior(2) 5-9-10 to 8-9-10 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 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VR2 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32626999 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:49 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-FAxlEMRc?ig9BcvOel2JIRiQLIIzpraBc5Z5n3zdawW Scale = 1:17.0 1 2 3 4 5 6 7 8 2x4 4x5 2x4 2x4 0-0-6 0-0-6 7-7-3 7-6-13 3-9-10 3-9-10 7-7-3 3-9-10 0-0-42-6-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.12 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.(lb/size) 1=145/7-6-7, 3=145/7-6-7, 4=242/7-6-7 Max Horz 1=-51(LC 5) Max Uplift 1=-21(LC 7), 3=-25(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 3-9-10, Exterior(2) 3-9-10 to 6-9-10 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 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VR3 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627000 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:50 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-jNV7SiSEm0o0pmUbBTZYqfFdYiesYIPLrlJeKWzdawV Scale = 1:8.7 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 3-7-3 3-6-13 1-9-10 1-9-10 3-7-3 1-9-10 0-0-41-2-60-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.08 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 3-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=105/3-6-7, 3=105/3-6-7 Max Horz 1=-20(LC 5) Max Uplift 1=-5(LC 7), 3=-5(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VR4 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627001 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:50 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-jNV7SiSEm0o0pmUbBTZYqfFb5iebYHCLrlJeKWzdawV Scale = 1:28.5 1 2 3 4 5 6 10 9 8 7 11 12 13 3x4 4x5 4x5 3x4 5x6 2x4 2x4 2x4 2x4 2x4 0-0-15 0-0-15 4-0-8 3-11-9 16-6-12 12-6-4 4-0-8 4-0-8 9-5-11 5-5-3 16-6-12 7-1-2 0-0-41-1-44-8-120-0-43.29 12 8.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 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 16-5-8. (lb) - Max Horz 1=105(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 7, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 10 except 8=264(LC 1), 9=272(LC 11), 7=315(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-1-12 to 4-0-8, Interior(1) 4-0-8 to 9-5-11, Exterior(2) 9-5-11 to 12-5-11 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 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, 9, 7, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VR5 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627002 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:51 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-BZ2Vf1TsWKwtRw3nlA4oNsnhH6xpHizU3P2CsyzdawU Scale = 1:22.4 1 2 3 4 5 6 7 8 3x4 3x6 4x5 3x4 2x4 11-9-5 11-9-5 11-9-11 0-0-6 2-9-1 2-9-1 6-8-9 3-11-8 11-9-11 5-1-2 0-0-40-9-13-4-120-0-43.29 12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.48 0.29 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 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 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=-34/11-8-6, 4=-126/11-8-6, 5=974/11-8-6 Max Horz 1=73(LC 6) Max Uplift 1=-34(LC 1), 4=-218(LC 11), 5=-210(LC 7) Max Grav 1=74(LC 7), 4=109(LC 7), 5=974(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-234/472, 2-3=-221/584, 3-4=-221/595 BOT CHORD 1-5=-444/217, 4-5=-444/217 WEBS 3-5=-846/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-1-12 to 2-9-1, Interior(1) 2-9-1 to 6-8-9, Exterior(2) 6-8-9 to 9-8-9 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 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 except (jt=lb) 4=218, 5=210. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VR6 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627003 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:51 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-BZ2Vf1TsWKwtRw3nlA4oNsnny6_JHlEU3P2CsyzdawU Scale = 1:14.6 1 2 3 45 2x4 4x5 2x4 2x4 7-0-3 7-0-3 7-0-9 0-0-6 1-5-9 1-5-9 3-11-7 2-5-14 7-0-9 3-1-2 0-0-42-0-120-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.07 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: 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.All bearings 6-11-4. (lb) - Max Horz 5=-40(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 3 Max Grav All reactions 250 lb or less at joint(s) 1, 3, 5, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VX1 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627004 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:52 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-glcttNTUHd3j24dzJub1v4KxrWJ80AadI3olOOzdawT Scale = 1:36.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 4x5 3x4 5x6 21-4-5 21-4-5 9-2-8 9-2-8 21-4-5 12-1-13 1-5-116-0-150-0-46.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.09 0.15 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: 70 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 6-0-0 oc bracing. REACTIONS.All bearings 21-3-13. (lb) - Max Horz 13=-83(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 7, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 13, 7 except 10=291(LC 1), 11=350(LC 11), 12=262(LC 11), 9=337(LC 12), 8=332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-268/117, 5-9=-259/114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-2-8, Exterior(2) 9-2-8 to 12-2-8 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 3) All plates are 2x4 MT20 unless otherwise indicated. 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) 13, 7, 11, 12, 9, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VX2 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627005 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:52 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-glcttNTUHd3j24dzJub1v4KvaWHU0BgdI3olOOzdawT Scale = 1:31.0 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 3x4 5x6 2x4 2x4 2x4 2x4 -0-2-13 0-2-13 18-8-4 18-8-4 9-2-8 9-2-8 18-8-4 9-5-12 0-0-44-8-140-0-46.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.20 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: 54 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 18-10-9. (lb) - Max Horz 1=-43(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=433(LC 11), 6=434(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-319/137, 4-6=-319/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 9-2-8, Exterior(2) 9-2-8 to 12-2-8 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 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, 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VX3 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627006 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:53 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-8xAF4jU62xBagEC9tb6GSHt3vwc5leanXjXIwqzdawS Scale = 1:23.4 1 2 3 4 5 6 3x6 5x8 3x6 2x4 0-0-8 0-0-8 13-7-10 13-7-2 6-9-13 6-9-13 13-7-10 6-9-13 0-0-43-4-150-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.34 0.30 0.10 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: 34 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.(lb/size) 1=227/13-6-10, 3=227/13-6-10, 4=536/13-6-10 Max Horz 1=-30(LC 5) Max Uplift 1=-27(LC 7), 3=-32(LC 8) Max Grav 1=229(LC 11), 3=229(LC 12), 4=536(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-354/92 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-9-13, Exterior(2) 6-9-13 to 9-9-13 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 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VX4 Truss Type Valley Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627007 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:53 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-8xAF4jU62xBagEC9tb6GSHt5yweglfTnXjXIwqzdawS Scale = 1:15.2 1 2 3 4 5 6 7 8 2x4 4x5 2x4 2x4 8-3-2 8-3-2 8-3-10 0-0-8 4-1-13 4-1-13 8-3-10 4-1-13 0-0-42-0-150-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.14 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.(lb/size) 1=144/8-2-10, 3=144/8-2-10, 4=276/8-2-10 Max Horz 1=-17(LC 5) Max Uplift 1=-21(LC 7), 3=-24(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-1-13, Exterior(2) 4-1-13 to 7-1-13 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 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss VX5 Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627008 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:54 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-c8keH3VkpFJRIOnMQJdV?VPGCJ_cU6OwlNHsTHzdawR Scale = 1:10.8 1 2 3 4 2x4 2x4 2x4 4-10-7 4-10-7 0-0-41-7-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.16 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 4-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=151/4-9-11, 3=151/4-9-11 Max Horz 1=43(LC 6) Max Uplift 1=-10(LC 5), 3=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 4-8-11 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) Gable requires continuous bottom chord bearing. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss X Truss Type COMMON Qty 2 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627009 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:54 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-c8keH3VkpFJRIOnMQJdV?VP9TJoPU0twlNHsTHzdawR Scale = 1:53.4 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 16 17 3x6 5x6 3x6 5x6 3x10 3x10 MT18H3x6 2x4 3x6 2x4 5x6 3x10 9-11-4 9-11-4 20-5-4 10-6-0 30-4-8 9-11-4 7-7-9 7-7-9 15-2-4 7-6-11 22-8-14 7-6-11 30-4-8 7-7-10 31-4-8 1-0-0 0-6-108-1-120-6-106.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-10], [1:0-2-12,Edge], [7:Edge,0-1-10], [7:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.94 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.53 -0.70 0.02 (loc) 9-11 9-11 7 l/defl >457 >346 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 107 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 *Except* 2-11,6-9: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size) 1=217/0-3-8, 11=1461/0-3-8, 7=798/0-3-8 Max Horz 1=-85(LC 9) Max Uplift 1=-9(LC 8), 11=-73(LC 8), 7=-90(LC 9) Max Grav 1=269(LC 13), 11=1461(LC 1), 7=798(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=0/423, 4-6=-842/147, 6-7=-1056/117 BOT CHORD 7-9=-15/872 WEBS 2-11=-485/208, 4-11=-986/61, 4-9=-55/757, 6-9=-446/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-2-3, Interior(1) 3-2-3 to 15-2-4, Exterior(2) 15-2-4 to 18-2-11 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 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss XB Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627010 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:55 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-4KI0VPWNaYRIvXMY_08kXiyTdjMgDZx4_10P?jzdawQ Scale = 1:39.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 4x5 3x4 3x10 5x6 3x4 3x10 20-7-0 20-7-0 -1-0-0 1-0-0 10-3-8 10-3-8 20-7-0 10-3-8 21-7-0 1-0-0 0-6-105-8-60-6-106.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-14], [2:0-2-11,Edge], [16:0-2-11,Edge], [16:Edge,0-0-14], [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 17 17 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 98 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 20-7-0. (lb) - Max Horz 2=-57(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-3-8, Exterior(2) 2-3-8 to 10-3-8, Corner(3) 10-3-8 to 13-3-8 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss XB1 Truss Type GABLE Qty 1 Ply 1 22A THE GROVE-Roof Trusses Job Reference (optional) I32627011 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:56 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-YWsOilW?LsZ9XhxkYjgz4wVVI7XeywJDDhmzX9zdawP Scale = 1:51.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 39 40 41 42 3x6 5x6 3x4 3x6 3x10 4x6 3x10 3x6 4x6 3x10 3x4 3x4 10-1-0 10-1-0 20-5-4 10-4-4 30-4-8 9-11-4 7-7-9 7-7-9 15-2-4 7-6-11 22-8-14 7-6-11 30-4-8 7-7-10 31-4-8 1-0-0 0-6-108-1-120-6-106.00 12 Plate Offsets (X,Y)-- [1:0-2-12,Edge], [1:0-0-0,0-0-14], [4:0-2-0,0-0-4], [7:0-0-0,0-0-14], [7:0-2-11,Edge], [11:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.76 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.57 0.02 (loc) 7-9 7-9 7 l/defl >999 >427 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 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* 2-11,6-9: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 4-17: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-11,7-9. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 10-1-0 except (jt=length) 7=0-3-8. (lb) - Max Horz 1=-85(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7, 1, 11, 15 except 12=-304(LC 2) Max Grav All reactions 250 lb or less at joint(s) 1, 13, 14, 15, 16 except 7=801(LC 1), 11=1484(LC 1), 11=1484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=0/425, 4-6=-851/144, 6-7=-1065/114 BOT CHORD 9-11=0/252, 7-9=-13/879 WEBS 2-11=-476/211, 4-11=-993/59, 4-9=-52/739, 6-9=-445/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-7, Interior(1) 3-0-7 to 15-2-4, Exterior(2) 15-2-4 to 18-2-11 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 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) 7, 1, 11, 15 except (jt=lb) 12=304. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss XG Truss Type COMMON GIRDER Qty 1 Ply 2 22A THE GROVE-Roof Trusses Job Reference (optional) I32627012 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:57 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-0jQmw5Xd6Ah09rWx5RBCc71guXruhLDNSLVW3czdawO Scale = 1:50.6 1 2 3 4 5 6 7 10 9811 12 13 14 15 16 17 18 19 20 21 22 23 3x6 5x10 3x6 6x8 5x8 8x10 2x4 8x10 2x4 5x8 JUS28 JUS28 JUS28 JUS28 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 9-11-4 9-11-4 15-2-4 5-3-0 20-5-4 5-3-0 30-4-8 9-11-4 7-7-9 7-7-9 15-2-4 7-6-11 22-8-14 7-6-11 30-4-8 7-7-10 0-6-108-1-120-6-106.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-14], [7:0-4-0,0-1-15], [8:0-4-4,0-4-12], [10:0-4-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.66 0.89 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.44 0.01 (loc) 1-10 1-10 7 l/defl >692 >268 n/a L/d 240 180 n/a PLATES MT20 Weight: 325 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-10,6-8: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.(lb/size) 7=3834/0-3-8, 10=7847/0-3-8, 1=1804/0-3-8 Max Horz 1=75(LC 4) Max Uplift 7=-559(LC 6), 10=-835(LC 5), 1=-32(LC 5) Max Grav 7=3834(LC 1), 10=7847(LC 1), 1=1845(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-144/848, 2-4=-120/1047, 4-6=-4234/729, 6-7=-4452/704 BOT CHORD 1-10=-701/217, 8-10=-77/1063, 7-8=-553/3894 WEBS 2-10=-524/210, 4-10=-3409/532, 4-8=-756/4660, 6-8=-409/212 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: 2x8 - 2 rows staggered at 0-5-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 7=559, 10=835. 7) Use USP JUS28 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-8 from the left end to 7-10-8 to connect truss(es) to front face of bottom chord. 8) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 11-10-8 from the left end to 29-10-8 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020075-A Truss XG Truss Type COMMON GIRDER Qty 1 Ply 2 22A THE GROVE-Roof Trusses Job Reference (optional) I32627012 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Mar 6 16:29:57 2018 Page 2 Carter Components, Franklin, IN - 46131, ID:S8zuZ4TxjsrZcLj4nrXp2eyhyly-0jQmw5Xd6Ah09rWx5RBCc71guXruhLDNSLVW3czdawO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-646(F) 11=-1153(F) 12=-1153(F) 13=-1153(F) 14=-1159(F) 15=-639(F) 16=-646(F) 17=-646(F) 18=-646(F) 19=-646(F) 20=-646(F) 21=-646(F) 22=-646(F) 23=-652(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS 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 87 654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL 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.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 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"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge 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 87 654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 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 System General 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.