Loading...
HomeMy WebLinkAboutM002.3Re: Galinski, John Pages or sheets covered by this seal: I32827371 thru I32827403 My license renewal date for the state of Indiana is July 31, 2018. 18030110-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: 3 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 27,2018 Job 18030110-A Truss PB1 Truss Type GABLE Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827371 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:32 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-04vrU1R_GtSRBPvE7tvYz2PmPUe0bC7pGxmY3mzX2rb Scale = 1:14.1 1 2 3 4 65 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 4-11-8 4-11-8 0-5-02-3-54.50 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 0.14 0.11 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=-28/4-11-8, 2=189/4-11-8, 6=284/4-11-8 Max Horz 2=69(LC 6) Max Uplift 5=-28(LC 1), 2=-37(LC 7), 6=-39(LC 8) Max Grav 5=9(LC 8), 2=189(LC 1), 6=284(LC 1) 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) 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Gable requires continuous bottom chord bearing. 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) 5, 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 27,2018 Job 18030110-A Truss P1 Truss Type Monopitch Qty 8 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827372 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:31 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-YuMTGhQMVZKaZFK2ZAOJRrtYr4Gqsm_g2H1?XKzX2rc Scale = 1:14.1 1 2 3 4 2x4 2x4 2x4 4-11-8 4-11-8 -1-0-0 1-0-0 4-11-8 4-11-8 0-5-02-3-51-11-130-3-82-3-54.50 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 0.33 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 2-4 2-4 4 l/defl >999 >788 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=264/0-3-8, 4=178/0-1-8 Max Horz 2=69(LC 6) Max Uplift 2=-50(LC 7), 4=-20(LC 8) 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) 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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 27,2018 Job 18030110-A Truss P Truss Type Monopitch Qty 6 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827373 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:30 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-4io53LQkkGCjy5ls?Ts4udKLwgtz7CHWpdHS?uzX2rd Scale = 1:26.1 1 2 3 4 6 5 7 8 9 2x4 3x4 3x4 2x4 3x4 5-10-2 5-10-2 11-3-8 5-5-6 -1-0-0 1-0-0 5-10-2 5-10-2 11-3-8 5-5-6 0-5-04-7-134-4-50-3-84-7-134.50 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 0.46 0.40 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=512/0-3-8, 5=436/0-1-8 Max Horz 2=150(LC 6) Max Uplift 2=-56(LC 7), 5=-37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-734/39 BOT CHORD 2-6=-36/631, 5-6=-36/631 WEBS 3-5=-689/78, 3-6=0/271 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 8-1-12, Exterior(2) 8-1-12 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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 27,2018 Job 18030110-A Truss PB Truss Type GABLE Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827374 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:32 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-04vrU1R_GtSRBPvE7tvYz2PkcUeLbDbpGxmY3mzX2rb Scale = 1:23.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 3x4 -1-0-0 1-0-0 11-3-8 11-3-8 0-5-04-7-134.50 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 0.26 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-8. (lb) - Max Horz 2=150(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 11, 12, 13, 14, 15, 16 Max Grav All reactions 250 lb or less at joint(s) 10, 2, 11, 12, 13, 14, 15 except 16=252(LC 1) 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) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 8-1-12, Corner(3) 8-1-12 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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) 10, 2, 11, 12, 13, 14, 15, 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 27,2018 Job 18030110-A Truss GB Truss Type GABLE Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827375 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:29 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-cWEjs0P6zy4sKxAgSlLrMQnGJGdROsmNazYuTSzX2re Scale = 1:37.5 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 33 34 35 36 4x5 3x4 3x10 5x6 3x4 3x10 20-8-0 20-8-0 -1-0-0 1-0-0 10-4-0 10-4-0 20-8-0 10-4-0 21-8-0 1-0-0 0-6-105-8-100-6-106.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-14], [2:0-2-11,Edge], [16:0-2-11,Edge], [16:0-0-0,0-0-14], [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) 16 16 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 99 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 20-8-0. (lb) - Max Horz 2=-51(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 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 2-0-0, Exterior(2) 2-0-0 to 7-4-0, Corner(3) 7-4-0 to 10-4-0, Exterior(2) 13-4-0 to 18-8-0 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 29, 30, 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 27,2018 Job 18030110-A Truss G Truss Type COMMON Qty 3 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827376 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:28 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-8JgKegOTCey?inbTu2qcpCF0Qt4UfMPELJoLw?zX2rf Scale = 1:37.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 4x5 5x6 3x10 5x12 2x4 2x4 5x6 3x10 10-4-0 10-4-0 20-8-0 10-4-0 -1-0-0 1-0-0 5-3-0 5-3-0 10-4-0 5-1-0 15-5-0 5-1-0 20-8-0 5-3-0 21-8-0 1-0-0 0-6-105-8-100-6-106.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-6], [2:0-2-11,Edge], [6:0-2-11,Edge], [6:Edge,0-1-6], [8:0-6-0,0-3-4] 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 0.40 0.85 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.59 0.05 (loc) 6-8 6-8 6 l/defl >999 >412 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=884/0-3-8, 6=884/0-3-8 Max Horz 2=-51(LC 5) Max Uplift 2=-56(LC 7), 6=-56(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1297/124, 3-4=-990/89, 4-5=-990/89, 5-6=-1297/124 BOT CHORD 2-8=-37/1094, 6-8=-37/1094 WEBS 4-8=0/578, 5-8=-337/127, 3-8=-337/127 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 7-4-0, Exterior(2) 7-4-0 to 10-4-0, Interior(1) 13-4-0 to 18-8-0 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 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. 6) 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 27,2018 Job 18030110-A Truss FB Truss Type GABLE Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827377 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:27 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-f76yRKNrRLp95d1HKKJNG?iu3TxJwye47f3nOZzX2rg Scale = 1:25.9 1 2 3 4 5 6 10 9 8 7 11 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 5x8 -1-0-0 1-0-0 5-4-8 5-4-8 0-8-134-3-138.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-1] 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-P 0.25 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 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 SLIDER Left 2x4 SPF Stud 1-6-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-4-8. (lb) - Max Horz 2=121(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 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) 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Gable requires continuous bottom chord bearing. 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, 2, 8, 9, 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 27,2018 Job 18030110-A Truss F Truss Type Monopitch Qty 4 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827378 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:26 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-BxYaD_MDg1hITUS5mdo8kn9jn3YhBSzxu?JEs7zX2rh Scale = 1:27.8 1 2 3 5 4 6 78 9 5x6 3x4 3x6 3x6 2x4 0-10-120-1-8 0-1-8 5-2-12 5-1-4 -1-1-12 1-1-12 0-1-8 0-1-8 5-2-12 5-1-4 1-1-124-11-10-7-44-11-18.00 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 0.22 0.23 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 -0.01 (loc) 4-5 4-5 5 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-5: 2x4 SPF Stud WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=287/0-1-8, 7=162/0-1-8 Max Horz 7=121(LC 7) Max Uplift 5=-23(LC 7), 7=-53(LC 8) 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 4-9-8 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 2) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 7. 6) 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 27,2018 Job 18030110-A Truss BG Truss Type Common Girder Qty 1 Ply 3 3 THE GROVE-Roof Trusses Job Reference (optional) I32827379 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:20 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-NnBJzxIS4Bx8lZ_xQMhkUXvXeeMqnda2W3sweTzX2rn Scale = 1:51.7 1 2 3 4 5 8769 10 11 12 13 14 15 16 17 187x10 5x6 7x10 10x12 5x8 3x10 5x8 3x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 5-11-12 5-11-12 11-3-8 5-3-12 16-7-4 5-3-12 22-7-0 5-11-12 5-11-12 5-11-12 11-3-8 5-3-12 16-7-4 5-3-12 22-7-0 5-11-12 0-8-138-3-20-8-138.00 12 Plate Offsets (X,Y)-- [1:0-1-11,0-2-4], [5:0-1-11,0-2-4], [7:0-6-0,0-6-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.84 0.78 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.06 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 407 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=8309/0-3-8, 5=8664/0-3-8 Max Horz 1=-181(LC 4) Max Uplift 1=-104(LC 6), 5=-108(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11749/153, 2-3=-7895/156, 3-4=-7896/156, 4-5=-11473/150 BOT CHORD 1-8=-84/9446, 7-8=-84/9446, 6-7=-48/9224, 5-6=-48/9224 WEBS 3-7=-118/8352, 4-7=-3513/131, 4-6=0/4198, 2-7=-3797/134, 2-8=0/4540 NOTES- 1) NA 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) 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 6) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=104, 5=108. 9) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-1-8 oc max. starting at 2-0-12 from the left end to 21-5-12 to connect truss(es) to back face of bottom chord. 10) 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: 1-3=-60, 3-5=-60, 1-5=-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 27,2018 Job 18030110-A Truss BG Truss Type Common Girder Qty 1 Ply 3 3 THE GROVE-Roof Trusses Job Reference (optional) I32827379 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:20 2018 Page 2 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-NnBJzxIS4Bx8lZ_xQMhkUXvXeeMqnda2W3sweTzX2rn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-1382(B) 9=-1382(B) 10=-1382(B) 11=-1382(B) 12=-1382(B) 13=-1382(B) 14=-1382(B) 15=-1382(B) 16=-1382(B) 17=-1377(B) 18=-1378(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. Job 18030110-A Truss CB Truss Type GABLE Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827380 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:22 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-J9J3OcJicpBs_s8JXnjCZy?34SE9FhNLzNL1jMzX2rl Scale = 1:25.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 4x5 3x6 3x6 5x8 5x8 10-7-0 10-7-0 -1-0-0 1-0-0 5-3-8 5-3-8 10-7-0 5-3-8 11-7-0 1-0-0 0-8-134-3-20-8-138.00 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: 50 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 1-5-2, Right 2x4 SPF Stud 1-5-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-7-0. (lb) - Max Horz 2=-92(LC 5) 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) 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 27,2018 Job 18030110-A Truss C Truss Type COMMON Qty 2 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827381 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:21 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-rzlhAGJ4rV3?NiZ7_4Cz1kSrr2qPWD3CkjcTAvzX2rm Scale = 1:26.7 1 2 3 4 5 6 7 8 17 18 3x10 3x4 3x10 3x4 2x4 4x5 5-3-8 5-3-8 10-7-0 5-3-8 -1-0-0 1-0-0 5-3-8 5-3-8 10-7-0 5-3-8 11-7-0 1-0-0 0-8-134-3-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-4-10,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-MP 0.29 0.31 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.02 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 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=483/0-3-8, 6=483/0-3-8 Max Horz 2=84(LC 6) Max Uplift 2=-54(LC 7), 6=-54(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-363/64, 4-6=-363/64 BOT CHORD 2-8=0/302, 6-8=0/302 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) 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) 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 27,2018 Job 18030110-A Truss BB Truss Type GABLE Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827382 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:18 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-QO3YYFGCZahQWFrYIxfGP6qIgrg5JoFl2lNpaazX2rp Scale = 1:51.1 1 2 3 4 5 6 7 89 17 16 15 14 13 12 11 52 53 54 55 56 57 10 4x5 5x10 3x4 5x8 5x10 3x4 11-3-8 11-3-8 12-3-8 1-0-0 22-7-0 10-3-8 -1-0-0 1-0-0 5-9-8 5-9-8 11-3-8 5-6-0 16-9-8 5-6-0 22-7-0 5-9-8 23-7-0 1-0-0 0-8-138-3-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge], [8:0-4-10,Edge], [11:0-4-0,0-3-0] 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-MS 0.48 0.86 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.48 -0.02 (loc) 10-46 10-46 8 l/defl >675 >263 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-11: 2x4 SPF No.2 OTHERS 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 5-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-3-8 except (jt=length) 8=0-3-8, 10=0-3-8. (lb) - Max Horz 2=177(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 17 except 11=-401(LC 3) Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 15, 16, 17 except 8=545(LC 13), 11=357(LC 1), 2=440(LC 12), 10=697(LC 3), 2=438(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-422/79, 6-8=-816/89 BOT CHORD 2-17=-53/325, 16-17=-53/325, 15-16=-53/325, 14-15=-53/325, 13-14=-53/325, 12-13=-53/325, 11-12=-53/325, 10-11=0/368, 8-10=0/368 WEBS 6-11=-349/127, 4-11=-313/135 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 8-3-8, Exterior(2) 8-3-8 to 11-3-8, Interior(1) 14-3-8 to 20-7-0 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 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) 8, 2, 17, 2 except (jt=lb) 11=401. 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 27,2018 Job 18030110-A Truss B Truss Type COMMON Qty 3 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827383 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:16 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-U?yo7ZFy1zRiGxhABWcoKhlz61?6rv9TbRuiVizX2rr Scale = 1:48.9 1 2 3 4 5 6 7 8 9 10 19 20 21 22 23 24 7x10 3x4 5x12 4x5 2x4 2x4 7x10 3x4 11-3-8 11-3-8 22-7-0 11-3-8 -1-0-0 1-0-0 5-9-8 5-9-8 11-3-8 5-6-0 16-9-8 5-6-0 22-7-0 5-9-8 23-7-0 1-0-0 0-8-138-3-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-4-10,Edge], [10:0-6-0,0-3-4] 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 0.42 0.83 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.03 (loc) 10-13 10-13 2 l/defl >999 >484 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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: 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 5-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=963/0-3-8, 8=963/0-3-8 Max Horz 2=177(LC 6) Max Uplift 2=-48(LC 7), 8=-48(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1137/93, 4-5=-913/93, 5-6=-913/93, 6-8=-1137/93 BOT CHORD 2-10=0/920, 8-10=0/920 WEBS 5-10=0/634, 6-10=-324/127, 4-10=-324/126 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 8-3-8, Exterior(2) 8-3-8 to 11-3-8, Interior(1) 14-3-8 to 20-7-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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 27,2018 Job 18030110-A Truss V1 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827384 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:33 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-UHTDhNSc1BaIpYURhbQnWGyxouzWKetzVbW6cDzX2ra Scale = 1:43.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 3x4 4x5 3x4 5x6 0-0-6 0-0-6 21-6-10 21-6-4 10-9-5 10-9-5 21-6-10 10-9-5 0-0-47-2-30-0-48.00 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 0.17 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: 72 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 21-5-14. (lb) - Max Horz 1=-160(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=349(LC 12), 12=278(LC 1), 9=349(LC 13), 8=278(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/108, 5-9=-267/108 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 7-9-5, Exterior(2) 7-9-5 to 10-9-5, Interior(1) 13-9-5 to 18-0-14 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 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, 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 27,2018 Job 18030110-A Truss V2 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827385 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:36 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-vs9MKPUVJ6ytg0D0MjzU8uaPr5zfX?XPBYkmCYzX2rX Scale = 1:37.6 1 2 3 4 5 876 9 10 11 12 3x4 4x5 3x4 5x6 2x4 2x4 2x4 2x4 0-0-6 0-0-6 18-6-10 18-6-4 9-3-5 9-3-5 18-6-10 9-3-5 0-0-46-2-30-0-48.00 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 0.31 0.19 0.11 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: 58 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 18-5-14. (lb) - Max Horz 1=-136(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=430(LC 12), 6=430(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-316/148, 4-6=-316/148 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 6-3-5, Exterior(2) 6-3-5 to 9-3-5, Interior(1) 12-3-5 to 15-0-14 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) 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) 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 27,2018 Job 18030110-A Truss V3 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827386 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:37 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-N2jkXlV74P4kIAoCwRUjg66c4VLaGS5YQCUJl_zX2rW Scale: 3/8"=1' 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 15-6-10 15-6-4 7-9-5 7-9-5 15-6-10 7-9-5 0-0-45-2-30-0-48.00 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-S 0.15 0.09 0.09 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: 47 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 15-5-14. (lb) - Max Horz 1=-113(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=250(LC 1), 8=345(LC 12), 6=345(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-260/131, 4-6=-260/131 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 3-9-5, Interior(1) 3-9-5 to 4-9-5, Exterior(2) 4-9-5 to 7-9-5, Interior(1) 10-9-5 to 11-9-5 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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, 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 27,2018 Job 18030110-A Truss V4 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827387 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:38 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-rEH6k4WlrjCbvKMOT80yDJflbveu?v3ifsDtHQzX2rV Scale = 1:26.1 1 2 3 43x6 5x6 3x6 2x4 0-0-6 0-0-6 12-6-10 12-6-4 6-3-5 6-3-5 12-6-10 6-3-5 0-0-44-2-30-0-48.00 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-S 0.29 0.27 0.11 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=231/12-5-14, 3=231/12-5-14, 4=466/12-5-14 Max Horz 1=-90(LC 5) Max Uplift 1=-26(LC 7), 3=-33(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-295/68 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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, 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 27,2018 Job 18030110-A Truss V5 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827388 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:39 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-JRrVyQXNc1KSXTxb1sXBlXCw0I_DkN6rtWzQptzX2rU Scale = 1:21.0 1 2 3 4 5 6 2x4 4x5 2x4 2x4 0-0-6 0-0-6 9-6-10 9-6-4 4-9-5 4-9-5 9-6-10 4-9-5 0-0-43-2-30-0-48.00 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 0.31 0.20 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=187/9-5-14, 3=187/9-5-14, 4=313/9-5-14 Max Horz 1=-67(LC 5) Max Uplift 1=-32(LC 7), 3=-35(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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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, 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 27,2018 Job 18030110-A Truss V6 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827389 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:40 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-ndOt9mX?NKSI9dWnbZ2QIkk7aiMGTqk?6AizLJzX2rT Scale = 1:15.6 1 2 3 4 2x4 4x5 2x4 2x4 0-0-6 0-0-6 6-6-10 6-6-4 3-3-5 3-3-5 6-6-10 3-3-5 0-0-42-2-30-0-48.00 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 0.13 0.09 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.(lb/size) 1=122/6-5-14, 3=122/6-5-14, 4=204/6-5-14 Max Horz 1=-43(LC 5) Max Uplift 1=-25(LC 7), 3=-25(LC 7) 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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, 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 27,2018 Job 18030110-A Truss V7 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827390 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:40 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-ndOt9mX?NKSI9dWnbZ2QIkk9CiMQTqC?6AizLJzX2rT Scale = 1:8.7 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 3-6-10 3-6-4 1-9-5 1-9-5 3-6-10 1-9-5 0-0-41-2-30-0-48.00 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 3-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=104/3-5-14, 3=104/3-5-14 Max Horz 1=-20(LC 5) Max Uplift 1=-9(LC 7), 3=-9(LC 7) 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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, 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 27,2018 Job 18030110-A Truss DG Truss Type COMMON GIRDER Qty 1 Ply 2 3 THE GROVE-Roof Trusses Job Reference (optional) I32827391 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:25 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-jk_C0eMbvkZRrKtuDvHvBadPQfAdSsznfLahKgzX2ri Scale = 1:41.6 1 2 3 4 5 876 9 10 11 12 13 14 15 16 177x10 5x8 7x10 5x8 12x16 5x8 3x10 3x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 4-6-3 4-6-3 8-10-0 4-3-13 13-1-13 4-3-13 17-8-0 4-6-3 4-6-3 4-6-3 8-10-0 4-3-13 13-1-13 4-3-13 17-8-0 4-6-3 0-8-136-7-80-8-138.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-8], [5:Edge,0-2-8] 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 0.77 0.42 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.21 0.04 (loc) 7-8 7-8 5 l/defl >999 >986 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=6369/0-3-8, 5=6075/0-3-8 Max Horz 1=143(LC 5) Max Uplift 1=-86(LC 6), 5=-83(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9039/129, 2-3=-6217/129, 3-4=-6217/129, 4-5=-8701/125 BOT CHORD 1-8=-85/7186, 7-8=-85/7186, 6-7=-43/6916, 5-6=-43/6916 WEBS 2-7=-2560/114, 3-7=-91/6535, 4-7=-2228/111, 2-8=0/3201, 4-6=0/2806 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 0-7-0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 15-5-12 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: 1-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 6=-1382(F) 11=-1382(F) 12=-1382(F) 13=-1382(F) 14=-1382(F) 15=-1382(F) 16=-1382(F) 17=-1382(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. March 27,2018 Job 18030110-A Truss DB Truss Type GABLE Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827392 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:24 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-FYQqoILz8QRaEAIifCmgfN4PaFwMja2eRhq7nEzX2rj Scale = 1:41.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 4x5 3x6 3x4 5x6 3x6 3x4 17-8-0 17-8-0 -1-0-0 1-0-0 8-10-0 8-10-0 17-8-0 8-10-0 18-8-0 1-0-0 0-8-136-7-80-8-138.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [16:0-3-6,0-0-5], [23:0-3-0,0-3-0] 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 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 16 17 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 97 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 1-7-0, 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. REACTIONS.All bearings 17-8-0. (lb) - Max Horz 2=-147(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 2 Max Grav All reactions 250 lb or less at joint(s) 16, 23, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 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 2-2-0, Exterior(2) 2-2-0 to 5-10-0, Corner(3) 5-10-0 to 8-10-0, Exterior(2) 11-10-0 to 15-6-0 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 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 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 27,2018 Job 18030110-A Truss D Truss Type QUEENPOST Qty 3 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827393 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:23 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-nMtRbyKLN6Jjc0jW5UER69XCxsTj_62UC15aFozX2rk Scale = 1:39.5 1 2 3 4 5 6 7 8 9 10 19 20 21 22 5x8 3x4 5x8 2x4 4x5 2x4 5x8 3x4 8-10-0 8-10-0 17-8-0 8-10-0 -1-0-0 1-0-0 4-6-3 4-6-3 8-10-0 4-3-13 13-1-13 4-3-13 17-8-0 4-6-3 18-8-0 1-0-0 0-8-136-7-80-8-138.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-3-4] 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 0.19 0.51 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.02 (loc) 10-17 10-17 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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=767/0-3-8, 8=767/0-3-8 Max Horz 2=-139(LC 5) Max Uplift 2=-51(LC 7), 8=-51(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-872/79, 4-5=-700/79, 5-6=-700/79, 6-8=-872/79 BOT CHORD 2-10=-10/695, 8-10=0/695 WEBS 5-10=0/479 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 5-10-0, Exterior(2) 5-10-0 to 8-10-0, Interior(1) 11-10-0 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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 27,2018 Job 18030110-A Truss AB2 Truss Type GABLE Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827394 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:15 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-0pOQwDEJGfJsfn6zdp5ZnTCtRdqj6WhJMn99zGzX2rs Scale = 1:59.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2122 23 24 25 26 27 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 53 54 55 56 3x6 3x6 5x6 5x6 5x6 3x6 3x10 3x6 3x10 35-2-0 35-2-0 17-7-0 17-7-0 35-2-0 17-7-0 0-6-109-4-20-6-106.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-14], [1:0-2-11,Edge], [27:0-2-11,Edge], [27:0-0-0,0-0-14], [35:0-0-0,0-1-12], [36:0-1-12,0-0-0], [44:0-1-12,0-0-0], [45:0-0-0,0-1-12] 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 0.10 0.07 0.09 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: 217 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 14-40,13-41,12-42,15-39,16-38: 2x4 SPF No.2 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. WEBS 1 Row at midpt 14-40, 13-41, 15-39 REACTIONS.All bearings 35-2-0. (lb) - Max Horz 1=-88(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 38, 37, 36, 34, 33, 32, 31, 30, 29, 28 Max Grav All reactions 250 lb or less at joint(s) 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 39, 38, 1, 27, 37, 36, 34, 33, 32, 31, 30, 29, 28 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-28/252, 14-15=-28/252 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) 0-0-0 to 2-11-0, Exterior(2) 2-11-0 to 14-7-0, Corner(3) 14-7-0 to 17-7-0, Exterior(2) 20-7-0 to 32-2-0 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 27,2018 Job 18030110-A Truss A2 Truss Type Common Qty 9 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827395 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:11 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-728v4sBpCQoQAAoCOz1ddd23b0IsAfzjR9BxqUzX2rw Scale = 1:59.6 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 3x6 3x6 3x6 3x4 2x4 3x6 6x8 6x8 3x10 3x6 3x4 2x4 5x6 3x6 8-10-6 8-10-6 26-3-10 17-5-5 35-2-0 8-10-6 5-11-6 5-11-6 11-9-3 5-9-13 17-7-0 5-9-13 23-4-13 5-9-13 29-2-10 5-9-13 35-2-0 5-11-6 0-6-109-4-20-6-106.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-0-6], [1:0-6-4,0-0-13], [1:0-1-5,0-2-12], [9:0-0-13,0-0-6], [9:0-6-4,0-0-13], [9:0-1-5,0-2-12] 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 0.60 0.83 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.52 0.14 (loc) 9-10 9-10 9 l/defl >999 >811 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-12,6-12,5-12: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 6-12 REACTIONS.(lb/size) 1=1402/Mechanical, 9=1402/Mechanical Max Horz 1=88(LC 6) Max Uplift 1=-4(LC 7), 9=-4(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2528/134, 2-4=-2305/136, 4-5=-1630/169, 5-6=-1630/169, 6-8=-2305/136, 8-9=-2528/134 BOT CHORD 1-14=-54/2173, 12-14=0/1807, 10-12=0/1807, 9-10=-54/2173 WEBS 2-14=-277/124, 4-14=0/477, 4-12=-631/89, 6-12=-631/89, 6-10=0/477, 8-10=-277/124, 5-12=-28/1061 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) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 14-7-0, Exterior(2) 14-7-0 to 17-7-0, Interior(1) 20-7-0 to 32-1-4 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 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 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 27,2018 Job 18030110-A Truss A1 Truss Type Common Qty 2 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827396 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:10 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-fsaXsWABR7gZY0D0qGVO4QVt5cygRClaDWROI2zX2rx Scale = 1:60.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 3x6 5x6 3x6 3x6 3x4 2x4 3x6 6x8 6x8 3x10 3x6 3x4 2x4 3x6 8-10-6 8-10-6 17-7-0 8-8-10 26-3-10 8-8-10 35-2-0 8-10-6 -1-0-0 1-0-0 5-11-6 5-11-6 11-9-3 5-9-13 17-7-0 5-9-13 23-4-13 5-9-13 29-2-10 5-9-13 35-2-0 5-11-6 0-6-109-4-20-6-106.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-6], [2:0-6-4,0-0-13], [2:0-1-5,0-2-12], [10:0-0-13,0-0-6], [10:0-6-4,0-0-13], [10:0-1-5,0-2-12] 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 0.65 0.83 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.52 0.14 (loc) 10-11 10-11 10 l/defl >999 >810 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-13,7-13,6-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 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) 2=1468/0-3-8, 10=1397/Mechanical Max Horz 2=92(LC 6) Max Uplift 2=-40(LC 7), 10=-4(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2489/115, 3-5=-2274/121, 5-6=-1620/165, 6-7=-1620/165, 7-9=-2296/132, 9-10=-2519/130 BOT CHORD 2-15=-32/2129, 13-15=0/1790, 11-13=0/1798, 10-11=-51/2165 WEBS 3-15=-255/116, 5-15=0/463, 5-13=-620/85, 7-13=-631/89, 7-11=0/477, 9-11=-278/124, 6-13=-25/1053 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 14-7-0, Exterior(2) 14-7-0 to 17-7-0, Interior(1) 20-7-0 to 32-1-4 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 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 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 27,2018 Job 18030110-A Truss A Truss Type Common Qty 3 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827397 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:08 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-jTTmRq9wvVQrJj4djrTw??QXfpHAzIHHlCyHDAzX2rz Scale = 1:60.7 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x6 5x6 3x6 3x6 6x8 3x4 2x4 3x6 6x8 3x10 3x6 3x4 2x4 3x6 8-10-6 8-10-6 26-3-10 17-5-5 35-2-0 8-10-6 -1-0-0 1-0-0 5-11-6 5-11-6 11-9-3 5-9-13 17-7-0 5-9-13 23-4-13 5-9-13 29-2-10 5-9-13 35-2-0 5-11-6 36-2-0 1-0-0 0-6-109-4-20-6-106.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-2-12], [2:0-6-4,0-0-13], [2:0-0-13,0-0-6], [10:0-0-13,0-0-6], [10:0-6-4,0-0-13], [10:0-1-5,0-2-12] 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 0.77 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.48 0.14 (loc) 10-12 10-12 10 l/defl >999 >875 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-14,7-14,6-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS.(lb/size) 10=1464/0-3-8, 2=1464/0-3-8 Max Horz 2=-86(LC 5) Max Uplift 10=-40(LC 8), 2=-40(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2480/111, 3-5=-2265/117, 5-6=-1611/161, 6-7=-1611/161, 7-9=-2265/117, 9-10=-2480/111 BOT CHORD 2-16=-20/2121, 14-16=0/1781, 12-14=0/1781, 10-12=-20/2121 WEBS 3-16=-255/116, 5-16=0/462, 5-14=-620/85, 7-14=-620/85, 7-12=0/462, 9-12=-255/116, 6-14=-22/1045 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 14-7-0, Exterior(2) 14-7-0 to 17-7-0, Interior(1) 20-7-0 to 33-2-0 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. 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 27,2018 Job 18030110-A Truss AB Truss Type GABLE Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827398 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:13 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-4RGfVXC3k238PUybWO35i27XCq9IecB0vTg2uNzX2ru Scale = 1:60.2 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 27 2829 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 55 56 57 58 59 60 3x6 5x6 3x6 5x6 3x6 3x10 5x6 3x6 3x10 35-2-0 35-2-0 -1-0-0 1-0-0 17-7-0 17-7-0 35-2-0 17-7-0 36-2-0 1-0-0 0-6-109-4-20-6-106.00 12 Plate Offsets (X,Y)-- [2:0-2-11,Edge], [2:Edge,0-0-14], [28:0-2-11,Edge], [28:0-0-0,0-0-14], [37:0-0-0,0-1-12], [38:0-1-12,0-0-0], [46:0-1-12,0-0-0], [47:0-0-0,0-1-12] 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 0.08 0.06 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 28 29 28 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 219 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 15-42,14-43,13-44,16-41,17-40: 2x4 SPF No.2 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. WEBS 1 Row at midpt 15-42, 14-43, 16-41 REACTIONS.All bearings 35-2-0. (lb) - Max Horz 2=-86(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 28, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 2, 39, 38, 36, 35, 34, 33, 32, 31, 30 Max Grav All reactions 250 lb or less at joint(s) 28, 42, 43, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 41, 40, 2, 39, 38, 36, 35, 34, 33, 32, 31, 30 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-27/253, 15-16=-27/253 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 14-7-0, Corner(3) 14-7-0 to 17-7-0, Exterior(2) 20-7-0 to 33-2-0 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 27,2018 Job 18030110-A Truss V8 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827399 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:41 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-FpyFN6Yd8ea9mn5z9GZfryHIU6iCCGw8LqSXulzX2rS Scale = 1:34.4 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 4x5 3x4 5x6 2x4 2x4 2x4 2x4 16-10-4 16-10-4 16-10-10 0-0-6 8-5-5 8-5-5 16-10-10 8-5-5 0-0-45-7-90-0-48.00 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 0.19 0.11 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 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 16-9-14. (lb) - Max Horz 1=-123(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=380(LC 12), 6=380(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-283/137, 4-6=-283/137 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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-5-5, Exterior(2) 5-5-5 to 8-5-5, Interior(1) 11-5-5 to 13-4-14 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) 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) 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 27,2018 Job 18030110-A Truss V9 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827400 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:42 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-j0WdaSZFvyi0Oxg9i_4uN9qTHW2cxjYHZUB4QBzX2rR Scale = 1:28.1 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 13-10-4 13-10-4 13-10-10 0-0-6 6-11-5 6-11-5 13-10-10 6-11-5 0-0-44-7-90-0-48.00 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-S 0.18 0.09 0.07 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: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-9-14. (lb) - Max Horz 1=-100(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=261(LC 1), 8=311(LC 12), 6=311(LC 13) 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 3-11-5, Exterior(2) 3-11-5 to 6-11-5, Interior(1) 9-11-5 to 10-4-14 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) 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, 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 27,2018 Job 18030110-A Truss V10 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827401 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:34 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-yT1cvjTEnUi9Qi3dEIx03TV2eHG?36d6kEFf8fzX2rZ Scale = 1:22.9 1 2 3 4 5 6 2x4 4x5 2x4 2x4 0-0-6 0-0-6 10-10-10 10-10-4 5-5-5 5-5-5 10-10-10 5-5-5 0-0-43-7-90-0-48.00 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 0.42 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=216/10-9-14, 3=216/10-9-14, 4=362/10-9-14 Max Horz 1=-77(LC 5) Max Uplift 1=-34(LC 7), 3=-39(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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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, 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 27,2018 Job 18030110-A Truss V11 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827402 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:35 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-Qfb_63TsYoq02sepo0SFbh1FkheOoZLGyu?Dg5zX2rY Scale = 1:17.9 1 2 3 4 5 6 2x4 4x5 2x4 2x4 0-0-6 0-0-6 7-10-10 7-10-4 3-11-5 3-11-5 7-10-10 3-11-5 0-0-42-7-90-0-48.00 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 0.20 0.13 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: 21 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=151/7-9-14, 3=151/7-9-14, 4=252/7-9-14 Max Horz 1=-54(LC 5) Max Uplift 1=-28(LC 7), 3=-30(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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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, 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 27,2018 Job 18030110-A Truss V12 Truss Type Valley Qty 1 Ply 1 3 THE GROVE-Roof Trusses Job Reference (optional) I32827403 8.210 s Feb 12 2018 MiTek Industries, Inc. Mon Mar 26 13:10:36 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:9pZYXHeKalg?fbOi43Uei4zY4SV-vs9MKPUVJ6ytg0D0MjzU8uaSe5__X0DPBYkmCYzX2rX Scale = 1:10.8 1 2 3 2x4 3x6 2x4 4-10-4 4-10-4 4-10-10 0-0-6 2-5-5 2-5-5 4-10-10 2-5-5 0-0-41-7-90-0-48.00 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 0.07 0.17 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=157/4-9-14, 3=157/4-9-14 Max Horz 1=-30(LC 5) Max Uplift 1=-13(LC 7), 3=-13(LC 7) 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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, 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 27,2018 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.