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HomeMy WebLinkAboutI39481590.660_West_Clay_Northlake16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). December 4,2019 Liu, Xuegang Pages or sheets covered by this seal: I39481590 thru I39481640 My license renewal date for the state of Indiana is July 31, 2020. 660_West_Clay_Northlake 660 West Clay Northlake IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss GE01 Truss Type GABLE Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481590 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-YDRaP3uuO6stN17SArYR?jmQ3k91Ad?W4B45VHyCf7l Scale = 1:37.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-11-020-11-0 -1-0-0 1-0-0 10-5-8 10-5-8 20-11-0 10-5-8 21-11-0 1-0-0 0-9-04-2-130-9-04.00 12 Plate Offsets (X,Y)-- [30:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-11-0. (lb) - Max Horz 33=-42(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss GE02 Truss Type GABLE Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481591 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-0P?ycPvW9P_k?BiekZ3gYwIZ78Upv4jgJrpf1jyCf7k Scale = 1:13.2 1 2 3 5 4 3x6 2x4 2x4 -1-0-0 1-0-0 3-11-8 3-11-8 0-9-02-0-134.00 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-R 0.20 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=228/3-11-8, 4=138/3-11-8 Max Horz 5=62(LC 5) Max Uplift 5=-48(LC 4), 4=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss GE05 Truss Type GABLE Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481592 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-VcYKplw8wj6bcLHrIGav48rmXYraeXXpYVZCaAyCf7j Scale = 1:26.7 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-012-7-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 0-11-04-0-120-11-06.00 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-R 0.10 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-7-0. (lb) - Max Horz 20=46(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss GE06 Truss Type GABLE Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481593 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-VcYKplw8wj6bcLHrIGav48rmXYrYeXdpYVZCaAyCf7j Scale = 1:22.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-1-0 10-1-0 -1-0-0 1-0-0 5-0-8 5-0-8 10-1-0 5-0-8 11-1-0 1-0-0 0-11-03-5-40-11-06.00 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-R 0.10 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-1-0. (lb) - Max Horz 16=-39(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 2x4 2x4 December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss GE07 Truss Type GABLE Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481594 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-zo6i14xmh1ESEVs1rz58dLOxExBQN_ozm9Im6cyCf7i Scale = 1:20.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 9-8-0 9-8-0 0-8-83-6-53.50 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-R 0.10 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-9: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-8-0. (lb) - Max Horz 15=109(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 15, 9, 10, 11, 12, 13, 14 Max Grav All reactions 250 lb or less at joint(s) 15, 9, 10, 11, 12, 13, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 15, 9, 10, 11, 12, 13, 14. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss GE09 Truss Type GABLE Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481595 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-R_g5EQxPSKMJsfRDPhcN9Zw63LWg6R36?p2Je2yCf7h Scale = 1:29.8 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-016-7-0 -1-0-0 1-0-0 8-3-8 8-3-8 16-7-0 8-3-8 17-7-0 1-0-0 0-9-03-6-30-9-04.00 12 Plate Offsets (X,Y)-- [22:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-7-0. (lb) - Max Horz 25=-35(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 20, 21, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 20, 21, 23, 24, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 20, 21, 23, 24, 18, 17, 16, 15. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss J01 Truss Type Jack-Open Qty 15 Ply 1 660 West Clay Northlake Job Reference (optional) I39481596 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-vBETSmy1DeUATp0QzO7cimTGflrWruiFETnsBUyCf7g Scale = 1:15.2 1 2 5 3 4 2x4 2x4 3-1-03-1-0 -1-0-0 1-0-0 3-1-0 3-1-0 0-11-02-5-82-0-132-5-86.00 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-R 0.17 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=195/0-3-8, 3=74/Mechanical, 4=30/Mechanical Max Horz 5=79(LC 6) Max Uplift 5=-25(LC 6), 3=-37(LC 6) Max Grav 5=195(LC 1), 3=74(LC 1), 4=56(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss J02 Truss Type Jack-Open Qty 26 Ply 1 660 West Clay Northlake Job Reference (optional) I39481597 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-vBETSmy1DeUATp0QzO7cimTGllrbruiFETnsBUyCf7g Scale = 1:15.0 1 2 5 3 4 2x4 2x4 3-0-03-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-11-02-5-02-0-52-5-06.00 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-R 0.16 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=192/0-3-8, 3=72/Mechanical, 4=29/Mechanical Max Horz 5=78(LC 6) Max Uplift 5=-25(LC 6), 3=-36(LC 6) Max Grav 5=192(LC 1), 3=72(LC 1), 4=54(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss J03 Truss Type Jack-Open Qty 3 Ply 1 660 West Clay Northlake Job Reference (optional) I39481598 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-NNorf6zf_yc15yacX6frE_0RT9C3aKyPT7XQjxyCf7f Scale = 1:12.4 1 2 5 3 4 2x4 2x4 2-9-32-9-3 -1-5-0 1-5-0 2-9-3 2-9-3 0-11-01-10-124.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=222/0-4-9, 3=55/Mechanical, 4=23/Mechanical Max Horz 5=62(LC 6) Max Uplift 5=-56(LC 4), 3=-22(LC 6) Max Grav 5=222(LC 1), 3=55(LC 1), 4=48(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss J04 Truss Type Jack-Open Qty 3 Ply 1 660 West Clay Northlake Job Reference (optional) I39481599 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-NNorf6zf_yc15yacX6frE_0SH9CKaKyPT7XQjxyCf7f Scale = 1:12.5 1 2 5 3 4 2x4 2x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-11-01-11-01-6-51-11-06.00 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-R 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-3-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=63(LC 6) Max Uplift 5=-27(LC 6), 3=-22(LC 6) Max Grav 5=161(LC 1), 3=39(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss J05 Truss Type Jack-Open Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481600 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-rZMDtS_HlFktj69o4pA4nBYceZX3JnCYhmGzFNyCf7e Scale = 1:9.2 1 2 3 4 5 3x6 3x4 2-9-32-9-3 -1-5-0 1-5-0 2-9-3 2-9-3 0-8-81-3-60-11-71-3-62.48 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 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=59/Mechanical, 2=215/0-4-9, 5=27/Mechanical Max Horz 2=25(LC 4) Max Uplift 4=-19(LC 4), 2=-60(LC 4) Max Grav 4=59(LC 1), 2=215(LC 1), 5=54(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss J06 Truss Type Jack-Open Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481601 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-rZMDtS_HlFktj69o4pA4nBYdiZYbJnCYhmGzFNyCf7e Scale = 1:9.3 1 2 3 4 5 3x6 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-8-81-3-80-11-71-3-83.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-2] 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 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 1-5-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=45/Mechanical, 2=155/0-3-8, 5=20/Mechanical Max Horz 2=25(LC 4) Max Uplift 4=-18(LC 4), 2=-38(LC 4) Max Grav 4=45(LC 1), 2=155(LC 1), 5=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss M01 Truss Type Monopitch Qty 8 Ply 1 660 West Clay Northlake Job Reference (optional) I39481602 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-Jmwb4o_vWZskKGk?eXhJKP5mMytS2ESiwQ0WnpyCf7d Scale = 1:13.2 1 2 3 5 4 2x4 2x4 3x6 3-11-83-11-8 -1-0-0 1-0-0 3-11-8 3-11-8 0-9-02-0-134.00 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-R 0.20 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=138/Mechanical, 5=228/0-3-8 Max Horz 5=62(LC 5) Max Uplift 4=-14(LC 6), 5=-48(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss M02 Truss Type Monopitch Qty 5 Ply 1 660 West Clay Northlake Job Reference (optional) I39481603 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-Jmwb4o_vWZskKGk?eXhJKP5o2yu92ESiwQ0WnpyCf7d Scale = 1:9.2 1 2 3 5 4 2x4 2x4 3x6 1-11-81-11-8 -1-0-0 1-0-0 1-11-8 1-11-8 0-8-81-3-63.50 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-R 0.09 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=45/Mechanical, 5=160/0-3-8 Max Horz 5=35(LC 5) Max Uplift 4=-5(LC 5), 5=-50(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss M03 Truss Type Monopitch Qty 5 Ply 1 660 West Clay Northlake Job Reference (optional) I39481604 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-nyT_H8?XHt_byQJBCECYscdomM6Cncbr94l4KGyCf7c Scale = 1:22.9 1 2 3 4 5 6 3x6 5x6 5x8 3x4 2x4 9-8-09-8-0 -1-0-0 1-0-0 4-10-0 4-10-0 9-8-0 4-10-0 0-8-83-6-53.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.80 0.54 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.01 (loc) 2-6 2-6 6 l/defl >643 >258 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-5-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=379/Mechanical, 2=446/0-3-8 Max Horz 2=104(LC 5) Max Uplift 6=-39(LC 6), 2=-58(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-580/173 BOT CHORD 2-6=-142/520 WEBS 4-6=-494/208 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss M04 Truss Type Monopitch Qty 5 Ply 1 660 West Clay Northlake Job Reference (optional) I39481605 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-nyT_H8?XHt_byQJBCECYscdprM8Mnhhr94l4KGyCf7c Scale = 1:19.8 1 2 3 5 4 4x8 3x6 4x6 7-8-07-8-0 -1-0-0 1-0-0 7-8-0 7-8-0 0-8-82-11-53.50 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-12], [3:0-3-8,Edge], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.73 0.41 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.00 (loc) 4-5 4-5 4 l/defl >999 >511 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=290/Mechanical, 5=369/0-3-8 Max Horz 5=90(LC 5) Max Uplift 4=-30(LC 6), 5=-57(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-323/172 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss M05 Truss Type Monopitch Qty 4 Ply 1 660 West Clay Northlake Job Reference (optional) I39481606 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-G81MVU091A6SaauNmyjnPqA6fmYvW8x?NkVdsiyCf7b Scale = 1:12.2 1 2 3 5 4 2x4 2x4 3x6 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-8-81-10-83.50 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-R 0.21 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=139/Mechanical, 5=229/0-3-8 Max Horz 5=55(LC 5) Max Uplift 4=-13(LC 6), 5=-50(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss M06 Truss Type Monopitch Qty 11 Ply 1 660 West Clay Northlake Job Reference (optional) I39481607 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-G81MVU091A6SaauNmyjnPqA8YmZdW8x?NkVdsiyCf7b Scale = 1:9.2 1 2 3 5 4 2x4 2x4 3x6 1-11-81-11-8 -1-0-0 1-0-0 1-11-8 1-11-8 0-8-81-3-63.50 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-R 0.09 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=45/Mechanical, 5=160/0-3-8 Max Horz 5=35(LC 5) Max Uplift 4=-5(LC 5), 5=-50(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss MG02 Truss Type Half Hip Girder Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481608 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-kLbkip1ooUEJBkTZJfE0x1jI9AvHFbf8cOEBO8yCf7a Scale = 1:9.6 1 2 3 4 6 5 2x4 4x6 3x4 3x8 2x4 4x10 2-0-02-0-0 4-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 4-0-0 2-0-0 0-8-81-3-83.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=138/Mechanical, 2=228/0-3-8 Max Horz 2=30(LC 4) Max Uplift 5=-12(LC 4), 2=-53(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb up at 2-0-0 on top chord, and at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T01 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481609 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-CX96w92QZoMApt2mtMlFUFFJla5Y_qYHr2_kwayCf7Z Scale = 1:89.3 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 5x6 5x6 6x10 3x6 5x10 MT18HS 10x10 3x8 3x12 5x8 3x6 4x8 4x8 3x8 3x6 3x6 3x6 3x4 4x6 3x8 3x6 3x6 5-0-0 5-0-0 11-6-4 6-6-4 21-5-0 9-10-12 31-3-12 9-10-12 37-8-14 6-5-2 44-2-0 6-5-2 49-2-8 5-0-8 -1-0-0 1-0-0 5-0-0 5-0-0 8-3-8 3-3-8 11-6-4 3-2-12 19-8-3 8-1-15 27-10-2 8-1-15 36-0-1 8-1-15 44-2-0 8-1-15 49-2-8 5-0-8 50-2-8 1-0-0 0-11-03-5-03-5-44-6-30-11-03-5-46.00 12 4.00 12 Plate Offsets (X,Y)-- [11:0-6-8,0-1-12], [12:0-2-15,0-2-0], [15:0-2-8,0-1-8], [24:0-1-12,0-0-0], [24:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.75 0.69 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.64 0.05 (loc) 19-22 19-22 18 l/defl >999 >585 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-24,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-5 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,16-18. WEBS 1 Row at midpt 8-18, 9-18 REACTIONS.(lb/size)24=1112/0-3-8, 18=2518/0-3-8, 14=421/0-3-8 Max Horz 24=-48(LC 7) Max Uplift 24=-65(LC 6), 18=-192(LC 7), 14=-73(LC 7) Max Grav 24=1112(LC 1), 18=2518(LC 1), 14=439(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1579/201, 3-4=-1455/246, 4-5=-2423/341, 5-6=-2215/285, 6-8=-1343/158, 8-9=-174/2025, 9-11=-38/358, 11-12=-441/71, 2-24=-1051/198, 12-14=-391/119 BOT CHORD 23-24=-44/298, 22-23=-62/1373, 19-22=-135/1726, 18-19=-495/75, 16-18=-603/104, 15-16=0/352 WEBS 4-22=-159/1418, 5-22=-1134/237, 6-22=-32/525, 6-19=-794/201, 8-19=-113/2047, 8-18=-2065/311, 9-18=-1712/242, 9-16=0/533, 11-16=-758/94, 2-23=-67/1058 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 11 = 8% 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) 24, 14 except (jt=lb) 18=192. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T02 Truss Type Common Qty 5 Ply 1 660 West Clay Northlake Job Reference (optional) I39481610 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-gjjU7V22K5U1R1dyR4HU1SobGzQfjRQR4ijHT1yCf7Y Scale = 1:36.7 1 2 3 4 5 6 7 8 9 10 4x8 5x12 3x6 5x12 2x4 2x4 5x12 3x6 10-5-810-5-8 20-11-010-5-8 -1-0-0 1-0-0 5-4-8 5-4-8 10-5-8 5-1-0 15-6-8 5-1-0 20-11-0 5-4-8 21-11-0 1-0-0 0-9-04-2-130-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-5], [8:Edge,0-3-5], [10:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.77 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.48 0.06 (loc) 2-10 2-10 8 l/defl >999 >527 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-9-9, Right 2x4 SPF-S Stud 2-9-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=897/0-3-8, 8=897/0-3-8 Max Horz 2=35(LC 4) Max Uplift 2=-76(LC 6), 8=-76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1631/257, 4-5=-1301/177, 5-6=-1301/177, 6-8=-1631/257 BOT CHORD 2-10=-186/1457, 8-10=-186/1457 WEBS 5-10=0/505, 6-10=-348/133, 4-10=-348/133 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T03 Truss Type Common Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481611 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-gjjU7V22K5U1R1dyR4HU1SobIzQejRKR4ijHT1yCf7Y Scale = 1:35.1 1 2 3 4 5 6 7 8 95x12 3x6 4x8 5x12 2x4 2x4 5x12 3x6 10-5-810-5-8 20-11-010-5-8 5-4-8 5-4-8 10-5-8 5-1-0 15-6-8 5-1-0 20-11-0 5-4-8 21-11-0 1-0-0 0-9-04-2-130-9-04.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-8], [7:Edge,0-3-5], [9:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.77 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.48 0.06 (loc) 7-9 1-9 7 l/defl >999 >524 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-9-9, Right 2x4 SPF-S Stud 2-9-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=835/0-3-8, 7=898/0-3-8 Max Horz 1=41(LC 4) Max Uplift 1=-44(LC 6), 7=-76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1641/265, 3-4=-1305/180, 4-5=-1305/180, 5-7=-1635/260 BOT CHORD 1-9=-194/1469, 7-9=-189/1461 WEBS 4-9=0/506, 5-9=-348/133, 3-9=-356/138 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T04 Truss Type Roof Special Qty 4 Ply 1 660 West Clay Northlake Job Reference (optional) I39481612 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-8wHtLr3g5Pdu2BC8?nojZgLlhNlaSrJaIMTr?TyCf7X Scale = 1:30.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 4x6 6x8 8x16 6x10 3x4 6x8 3x8 3x6 3x6 3x6 6x6 3x4 3x8 1-3-01-3-0 2-3-81-0-8 8-3-86-0-0 14-3-86-0-0 15-4-01-0-8 16-7-01-3-0 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 5-3-8 3-0-0 8-3-8 3-0-0 11-3-8 3-0-0 14-3-8 3-0-0 15-4-0 1-0-8 16-7-0 1-3-0 17-7-0 1-0-0 0-9-03-6-30-9-00-8-04.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-0-0], [4:0-1-5,0-0-0], [4:0-3-4,0-2-12], [8:0-1-4,0-0-7], [8:0-3-0,0-3-4], [12:0-3-0,0-2-0], [12:0-1-11,0-0-9], [20:0-3-0,0-2-0], [20:0-1-11,0-0-9] 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-R 0.34 0.79 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.24 0.14 (loc) 16-17 16-17 12 l/defl >999 >820 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-18,8-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=720/0-3-8, 12=720/0-3-8 Max Horz 20=-35(LC 7) Max Uplift 20=-71(LC 6), 12=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-681/85, 3-4=-1809/196, 4-5=-2034/197, 5-6=-1175/154, 6-7=-1175/154, 7-8=-2041/196, 8-9=-1905/196, 9-10=-738/87, 2-20=-602/132, 10-12=-636/135 BOT CHORD 18-19=-43/702, 17-18=-4/630, 16-17=-131/1482, 15-16=-131/1484 WEBS 6-16=-19/539, 7-16=-445/110, 7-15=0/516, 13-15=0/554, 9-15=-103/1120, 9-13=-708/50, 5-16=-442/110, 5-17=0/511, 3-17=-92/1422, 3-18=-587/0, 3-19=-473/64, 2-19=-61/514, 10-13=-64/590 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T05 Truss Type Hip Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481613 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-4IPdmX5wd0tcIVLX6CqBe5Q?4BULwgktmgyy3MyCf7V Scale = 1:97.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30 29 28 27 26 25 24 23 21 20 19 18 17 16 15224x8 5x8 3x6 5x8 3x6 3x8 4x6 3x4 3x8 3x6 3x6 2x4 3x6 3x12 2x4 3x12 3x6 6x8 6x10 3x6 3x8 3x6 3x6 3x6 3x4 4x6 3x6 3x6 4-10-15 4-10-15 9-5-0 4-6-1 16-10-8 7-5-8 24-4-0 7-5-8 31-9-8 7-5-8 32-5-8 0-8-0 32-10-0 0-4-8 40-2-0 7-4-0 47-6-0 7-4-0 51-7-4 4-1-4 55-11-0 4-3-12 4-10-15 4-10-15 9-5-0 4-6-1 16-10-8 7-5-8 24-4-0 7-5-8 31-9-8 7-5-8 32-10-0 1-0-8 40-2-0 7-4-0 47-6-0 7-4-0 51-7-4 4-1-4 55-11-0 4-3-12 56-11-0 1-0-0 0-5-05-1-80-11-00-7-45-1-86.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-5], [3:0-4-8,0-2-0], [10:0-2-8,0-1-8], [11:0-4-8,0-1-12], [13:0-2-15,0-2-0], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [23:0-6-0,0-3-4], [24:0-3-8,Edge], [25:0-2-8,0-1-8], [29:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.73 0.64 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.32 0.08 (loc) 27 27-29 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 227 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-24,8-20: 2x3 SPF No.2, 21-23: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-23: 2x4 SPF No.2, 10-21,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-4 max.): 3-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,21-22. WEBS 1 Row at midpt 6-23, 10-21, 11-19 REACTIONS.(lb/size)1=1120/0-3-8, 15=780/0-3-8, 22=2618/0-3-8 Max Horz 1=-60(LC 7) Max Uplift 1=-30(LC 6), 15=-74(LC 7), 22=-177(LC 5) Max Grav 1=1125(LC 10), 15=796(LC 11), 22=2618(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2080/239, 2-3=-1728/230, 3-4=-1655/237, 4-6=-1655/237, 6-7=-53/1095, 7-8=-61/1096, 8-10=-56/1076, 10-11=-404/106, 11-12=-847/138, 12-13=-1009/127, 13-15=-740/154 BOT CHORD 1-30=-131/1775, 29-30=-131/1775, 27-29=-51/1508, 25-27=-38/863, 7-23=-336/105, 22-23=-1586/293, 21-22=-1112/247, 17-19=0/728, 16-17=-19/845 WEBS 2-29=-313/96, 3-29=0/366, 3-27=-88/294, 4-27=-463/148, 6-27=-102/952, 23-25=-88/706, 6-23=-2189/232, 10-21=-1646/177, 10-19=0/464, 11-19=-416/54, 11-17=0/307, 13-16=-32/644 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15 except (jt=lb) 22=177. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T06 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481614 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:07:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-YUy?zt5YOK?TwfwjgwLQBIz8wbt9f7m1?KhVcoyCf7U Scale = 1:98.7 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 134x6 5x8 3x6 5x10 MT18HS 6x6 5x8 5x12 3x4 3x6 3x6 3x6 2x4 3x8 3x6 5x6 5x6 3x6 4x6 5x8 3x6 3x6 2x4 3x6 3x6 6-10-15 6-10-15 13-5-0 6-6-1 22-10-6 9-5-6 32-3-12 9-5-6 39-9-8 7-5-12 44-10-0 5-0-8 48-6-8 3-8-8 53-4-0 4-9-8 55-11-0 2-7-0 6-10-15 6-10-15 13-5-0 6-6-1 19-8-9 6-3-9 26-0-3 6-3-9 32-3-12 6-3-9 39-9-8 7-5-12 44-10-0 5-0-8 48-6-8 3-8-8 53-4-0 4-9-8 55-11-0 2-7-0 0-5-04-5-92-2-87-1-82-2-87-1-86.00 12 Plate Offsets (X,Y)-- [1:0-1-10,0-2-0], [3:0-4-8,0-1-12], [7:0-2-8,0-2-0], [8:0-5-12,0-1-12], [10:0-2-8,0-3-0], [12:Edge,0-2-8], [15:0-2-8,0-1-8], [16:0-2-8,0-1-8], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.85 0.35 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.32 0.05 (loc) 21-23 21-23 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 237 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-0 max.): 3-8, 9-10, 11-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 4-21, 5-19, 7-19 REACTIONS.(lb/size)1=1063/0-3-8, 13=634/Mechanical, 19=2755/0-3-8 Max Horz 1=108(LC 5) Max Uplift 1=-50(LC 6), 19=-84(LC 5) Max Grav 1=1097(LC 10), 13=674(LC 11), 19=2755(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1962/233, 2-3=-1364/207, 3-4=-1142/222, 4-5=-631/134, 5-7=-12/989, 9-10=-632/121, 10-11=-826/118 BOT CHORD 1-24=-150/1660, 23-24=-150/1660, 21-23=-95/919, 19-21=-73/253, 18-19=-989/226, 16-18=0/628, 15-16=-9/692, 14-15=-65/790, 13-14=-63/793 WEBS 2-24=0/276, 2-23=-595/160, 3-23=0/277, 4-23=-33/376, 4-21=-724/158, 5-21=-28/937, 5-19=-1649/199, 7-19=-1361/249, 7-18=-165/1364, 8-18=-392/106, 9-18=-670/129, 11-13=-979/109 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 19. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T07 Truss Type Hip Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481615 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-1hWNAD6B9e7KXoVwEdsfkWVNe_6JNcFAD_R28EyCf7T Scale = 1:86.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 5x8 3x6 5x8 8x10 4x6 4x6 3x6 3x8 3x6 3x6 4x6 4x6 3x6 4x6 4x8 2x4 10x10 3x6 3x6 11-0-811-0-8 21-2-210-1-10 31-3-1210-1-10 38-2-06-10-4 49-2-811-0-8 -1-0-0 1-0-0 5-8-0 5-8-0 11-0-8 5-4-8 17-9-14 6-9-6 24-7-4 6-9-6 31-4-10 6-9-6 38-2-0 6-9-6 43-6-8 5-4-8 49-2-8 5-8-0 0-11-06-5-40-11-06-5-46.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [2:0-1-12,0-0-14], [4:0-4-8,0-1-12], [8:0-2-8,0-2-0], [9:0-4-12,0-2-4], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.80 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.71 0.06 (loc) 12-13 12-13 15 l/defl >779 >303 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-19,6-15: 2x4 SPF No.2, 2-20: 2x4 SPF 2100F 1.8E SLIDER Right 2x6 SPF No.2 3-2-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-15 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 5-19, 6-15, 8-15, 3-20 REACTIONS.(lb/size)12=449/0-3-8, 15=2382/0-3-8, 20=1163/0-3-8 Max Horz 20=72(LC 6) Max Uplift 12=-51(LC 7), 15=-95(LC 5), 20=-73(LC 6) Max Grav 12=483(LC 11), 15=2382(LC 1), 20=1174(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-766/0, 3-4=-1453/203, 4-5=-1244/215, 5-6=-908/155, 6-8=-2/718, 10-12=-547/136, 2-20=-518/101 BOT CHORD 19-20=-131/1410, 16-19=-66/1170, 15-16=-38/524, 13-15=-704/197, 12-13=-38/435 WEBS 4-19=0/350, 5-16=-559/142, 6-16=0/799, 6-15=-1626/197, 8-15=-1122/212, 8-13=-118/1032, 9-13=-332/105, 10-13=-373/156, 3-20=-1021/255 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 15, 20. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T08 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481616 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-Vt4mOZ7pwxFA9y46nLNuGj2cPOSh66WJSeAcggyCf7S Scale = 1:28.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 4x6 6x8 8x16 6x10 3x4 6x8 3x8 3x6 3x6 3x6 6x6 3x4 3x8 1-3-0 1-3-0 2-3-8 1-0-8 8-3-8 6-0-0 14-3-8 6-0-0 15-4-0 1-0-8 16-7-0 1-3-0 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 5-3-8 3-0-0 8-3-8 3-0-0 11-3-8 3-0-0 14-3-8 3-0-0 15-4-0 1-0-8 16-7-0 1-3-0 0-9-03-6-30-9-00-8-04.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-0-0], [4:0-1-5,0-0-0], [4:0-3-4,0-2-12], [8:0-1-4,0-0-7], [8:0-3-0,0-3-4], [11:Edge,0-2-0], [11:0-1-11,0-0-9], [19:0-3-0,0-2-0], [19:0-1-11,0-0-9] 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-R 0.34 0.79 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.24 0.14 (loc) 15-16 15-16 11 l/defl >999 >816 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-17,8-13: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=723/0-3-8, 11=649/0-3-8 Max Horz 19=42(LC 6) Max Uplift 19=-71(LC 6), 11=-34(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-684/85, 3-4=-1817/218, 4-5=-2042/222, 5-6=-1183/165, 6-7=-1184/165, 7-8=-2094/246, 8-9=-1960/246, 9-10=-779/108, 2-19=-604/133, 10-11=-560/81 BOT CHORD 17-18=-64/705, 16-17=-23/632, 15-16=-165/1490, 14-15=-171/1503 WEBS 6-15=-26/545, 7-15=-456/120, 7-14=-6/538, 12-14=-28/597, 9-14=-125/1126, 9-12=-739/84, 5-15=-442/113, 5-16=0/511, 3-16=-126/1428, 3-17=-589/11, 3-18=-475/68, 2-18=-61/516, 10-12=-66/583 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T09 Truss Type Common Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481617 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-Vt4mOZ7pwxFA9y46nLNuGj2YIOU?6CfJSeAcggyCf7S Scale = 1:29.8 1 2 3 4 5 9 8 7 6 5x8 5x8 3x6 2x4 5x8 8-3-88-3-8 16-7-08-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-7-0 8-3-8 17-7-0 1-0-0 0-9-03-6-30-9-04.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-8], [9:0-4-4,0-2-8] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.64 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.03 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP 2400F 2.0E *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=719/0-3-8, 6=719/0-3-8 Max Horz 9=-36(LC 7) Max Uplift 9=-73(LC 6), 6=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1034/155, 3-4=-1034/155, 2-9=-627/186, 4-6=-627/186 BOT CHORD 7-9=-50/905, 6-7=-50/905 WEBS 3-7=0/309 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T10 Truss Type Common Qty 5 Ply 1 660 West Clay Northlake Job Reference (optional) I39481618 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-z3e8bu8RhFN1n6fIL2v7pxbf0ovJrfHThIw9C7yCf7R Scale = 1:26.7 1 2 3 4 5 8 7 6 4x6 4x10 4x10 2x4 6-3-86-3-8 12-7-06-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 0-11-04-0-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-12], [4:0-0-14,0-1-12], [6:Edge,0-3-8], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.86 0.38 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=560/0-3-8, 6=560/0-3-8 Max Horz 8=-46(LC 4) Max Uplift 8=-59(LC 6), 6=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-580/126, 3-4=-580/126, 2-8=-483/170, 4-6=-483/170 BOT CHORD 7-8=0/441, 6-7=0/441 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T11 Truss Type Hip Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481619 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-RGCWpE93SZVuOGEUvlQML87uHC9bazzcvyfjlZyCf7Q Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 5x8 3x6 5x8 3x4 3x6 4x8 3x6 3x6 3x6 4x8 4x8 3x8 4x6 4x6 3x6 3x8 4x6 3x4 4x6 3x8 3x8 MT18HS 3x6 3x6 4-5-0 4-5-0 13-4-9 8-11-9 22-4-3 8-11-9 31-3-12 8-11-9 40-10-14 9-7-2 50-6-0 9-7-2 54-11-0 4-5-0 -1-0-0 1-0-0 4-5-0 4-5-0 12-1-3 7-8-3 19-9-5 7-8-3 27-5-8 7-8-3 35-1-11 7-8-3 42-9-13 7-8-3 50-6-0 7-8-3 54-11-0 4-5-0 55-11-0 1-0-0 0-11-03-1-80-11-03-1-86.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [3:0-4-8,0-1-12], [12:0-4-8,0-1-12], [13:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.64 0.76 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.50 0.06 (loc) 23-24 23-24 19 l/defl >999 >741 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,12-14: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-25,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-9 max.): 3-12. BOT CHORD Structural wood sheathing directly applied or 5-7-12 oc bracing. WEBS 1 Row at midpt 4-24, 7-19, 9-19 REACTIONS.(lb/size)25=1082/0-3-8, 19=2729/0-3-8, 15=697/0-3-8 Max Horz 25=36(LC 5) Max Uplift 25=-41(LC 5), 19=-222(LC 5), 15=-55(LC 7) Max Grav 25=1083(LC 10), 19=2729(LC 1), 15=700(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1576/168, 3-4=-1381/179, 4-6=-2311/248, 6-7=-978/117, 7-9=-248/2566, 9-10=-401/58, 10-12=-793/119, 12-13=-929/103, 2-25=-1048/169, 13-15=-675/130 BOT CHORD 23-24=-196/2360, 21-23=-157/1654, 19-21=-685/80, 17-19=-1021/110, 16-17=-48/735 WEBS 3-24=0/401, 4-24=-1091/151, 6-23=0/723, 6-21=-1007/200, 7-21=-87/1890, 7-19=-2334/327, 9-19=-1931/290, 9-17=-52/1560, 10-17=-600/171, 2-24=-73/1254, 13-16=-20/733 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 15 except (jt=lb) 19=222. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T12 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481620 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-vSmu0a9hDsdl0QphTTxbuMg0lcXWJNBm8cPGH?yCf7P Scale = 1:97.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 145x12 5x8 3x6 5x8 6x6 5x8 10x10 3x6 3x8 2x4 3x6 4x6 4x6 4x6 4x6 4x8 3x6 3x6 3x6 3x6 3x6 3x6 11-5-0 11-5-0 21-10-6 10-5-6 32-3-12 10-5-6 41-9-8 9-5-12 42-10-0 1-0-8 46-6-8 3-8-8 55-11-0 9-4-8 5-10-15 5-10-15 11-5-0 5-6-1 19-0-2 7-7-2 26-7-4 7-7-2 34-2-6 7-7-2 41-9-8 7-7-2 42-10-0 1-0-8 46-6-8 3-8-8 51-1-0 4-6-8 55-11-0 4-10-0 0-5-05-5-96-1-80-11-06-1-86.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-14], [3:0-5-4,0-2-8], [9:0-4-12,0-2-4], [11:0-2-8,0-3-0], [13:0-1-12,0-0-14], [13:Edge,0-3-8], [15:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.78 0.59 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.81 0.05 (loc) 1-23 1-23 14 l/defl >999 >478 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19: 2x4 SPF-S Stud, 13-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 3-9, 10-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19. WEBS 1 Row at midpt 6-19, 7-19 REACTIONS.(lb/size)1=1080/0-3-8, 19=2714/0-3-8, 14=656/Mechanical Max Horz 1=73(LC 5) Max Uplift 1=-41(LC 6), 19=-137(LC 5), 14=-62(LC 7) Max Grav 1=1102(LC 10), 19=2714(LC 1), 14=684(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1912/273, 2-3=-1564/204, 3-4=-1338/218, 4-6=-877/142, 6-7=-51/1106, 7-9=-347/118, 9-10=-318/110, 10-11=-419/128, 11-12=-720/120, 12-13=-535/12, 13-14=-335/49 BOT CHORD 1-23=-179/1649, 21-23=-91/1170, 17-19=-706/170, 16-17=0/415, 15-16=0/598, 14-15=-74/777 WEBS 2-23=-358/172, 3-23=0/380, 4-23=-15/259, 4-21=-691/168, 6-21=-35/1053, 6-19=-1770/245, 7-19=-1301/237, 7-17=-119/1245, 9-17=-381/125, 10-17=-298/130, 11-16=-352/20, 11-15=0/382, 12-14=-460/154 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14 except (jt=lb) 19=137. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T13 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481621 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-NeKGEwAJ_AlceaOt0ASqRZDAv?to2o2vNG8ppSyCf7O Scale = 1:98.4 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x6 3x6 5x6 5x8 5x8 5x12 3x8 4x6 5x8 3x6 3x6 2x4 3x6 4x6 12x18 MT18HS 4x6 4x8 4x6 5x6 3x6 3x8 4x6 3x6 3x6 2x4 8-10-15 8-10-15 17-5-0 8-6-1 25-7-4 8-2-4 32-3-12 6-8-8 33-9-8 1-5-12 36-4-0 2-6-8 38-4-0 2-0-0 48-10-0 10-6-0 55-11-0 7-1-0 8-10-15 8-10-15 17-5-0 8-6-1 25-7-4 8-2-4 32-3-12 6-8-8 33-9-8 1-5-12 36-4-0 2-6-8 38-4-0 2-0-0 43-7-0 5-3-0 48-10-0 5-3-0 55-11-0 7-1-0 0-5-07-8-92-5-99-1-82-5-99-1-86.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-2-8], [4:0-1-12,0-8-8], [5:0-2-8,0-2-0], [8:0-3-0,0-2-0], [9:0-4-0,0-2-0], [10:0-4-0,0-1-15], [12:0-8-8,0-2-0], [13:0-3-8,Edge], [15:0-2-8,0-2-0], [17:0-2-8,0-1-8], [18:0-2-8,0-2-8], [22:0-2-8,0-2-0], [23:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.88 0.52 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.54 0.05 (loc) 15-17 15-17 20 l/defl >999 >520 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 265 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 21-24: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-22,5-20,8-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8, 9-10, 12-13. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-23, 4-22, 5-20, 9-19, 10-18, 12-14, 7-20, 8-20 REACTIONS.(lb/size)14=482/Mechanical, 1=952/0-3-8, 20=3018/0-3-8 Max Horz 1=132(LC 5) Max Uplift 14=-52(LC 7), 1=-64(LC 6), 20=-65(LC 7) Max Grav 14=531(LC 11), 1=1059(LC 10), 20=3018(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1793/198, 2-4=-986/169, 5-7=-11/1182, 7-8=-11/1182, 8-9=-18/1133, 9-10=0/749, 10-11=-26/583, 11-12=-1145/175 BOT CHORD 1-25=-119/1493, 23-25=-119/1493, 22-23=-62/769, 19-20=-1000/267, 18-19=-764/217, 17-18=-476/192, 14-15=-56/924 WEBS 2-25=0/384, 2-23=-821/204, 4-23=0/622, 4-22=-1041/142, 5-22=-10/905, 5-20=-1711/192, 8-19=-122/634, 9-19=-751/158, 9-18=-131/1064, 10-18=-1112/95, 10-17=0/692, 11-17=-635/184, 11-15=-103/1151, 12-15=-604/188, 12-14=-848/56, 7-20=-373/107, 8-20=-1102/142 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 1, 20. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481622 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-J1R1ecCaVn?KttXG8bUIW_IanpdnWhNCqadwuKyCf7M Scale = 1:98.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x6 5x10 MT18HS 5x12 5x8 5x8 6x6 3x4 3x6 4x6 3x6 3x6 2x4 3x6 3x6 3x6 5x8 2x4 4x6 4x6 3x6 4x6 3x6 3x6 3x6 3x6 2x4 3x8 3x6 3x6 6-8-14 6-8-14 13-0-15 6-4-1 19-5-0 6-4-1 25-7-4 6-2-4 32-3-12 6-8-8 32-4-1 0-0-5 35-0-12 2-8-11 38-4-0 3-3-4 40-4-0 2-0-0 45-7-0 5-3-0 50-10-0 5-3-0 53-3-4 2-5-4 55-11-0 2-7-12 6-8-14 6-8-14 13-0-15 6-4-1 19-5-0 6-4-1 25-7-4 6-2-4 31-9-8 6-2-4 35-0-12 3-3-4 38-4-0 3-3-4 40-4-0 2-0-0 45-7-0 5-3-0 50-10-0 5-3-0 53-3-4 2-5-4 55-11-0 2-7-12 0-5-06-8-91-5-910-1-81-5-910-1-86.00 12 Plate Offsets (X,Y)-- [1:0-1-10,0-2-0], [5:0-6-8,0-1-12], [7:0-8-8,0-1-12], [9:0-4-0,0-2-0], [10:0-2-4,0-2-12], [14:Edge,0-2-8], [17:0-2-8,0-1-8], [18:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-2-8,0-1-8], [21:0-2-8,0-2-0], [22:0-2-8,0-1-8], [26:0-2-8,0-1-8], [28:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.30 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.04 (loc) 28 26-28 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 278 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-24,7-24,7-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-11 max.): 5-7, 9-10, 12-14. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-26, 5-24, 6-24, 7-23, 8-23 REACTIONS.(lb/size)15=483/Mechanical, 1=956/0-3-8, 23=3015/0-3-8 Max Horz 1=121(LC 5) Max Uplift 15=-45(LC 7), 1=-69(LC 6), 23=-93(LC 7) Max Grav 15=531(LC 11), 1=1078(LC 10), 23=3015(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1933/204, 2-4=-1348/187, 4-5=-782/174, 7-8=-32/1287, 8-9=-34/1033, 9-10=0/555, 10-11=-7/418, 11-12=-493/70, 12-13=-1408/133 BOT CHORD 1-29=-152/1635, 28-29=-152/1635, 26-28=-52/1128, 24-26=-51/630, 23-24=-976/298, 22-23=-876/259, 21-22=-570/197, 19-21=-314/162, 18-19=-29/381, 17-18=-122/1426, 16-17=-67/923, 15-16=-67/923 WEBS 2-29=0/285, 2-28=-588/145, 4-28=0/462, 4-26=-727/174, 5-26=-53/652, 5-24=-989/137, 6-24=-400/129, 7-24=-179/1576, 7-23=-2192/264, 8-23=-723/170, 8-22=-91/616, 9-22=-696/137, 9-21=-97/919, 10-21=-859/120, 10-19=-31/464, 11-19=-727/142, 11-18=0/409, 12-18=-1070/148, 13-17=-54/543, 13-15=-943/77 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 1, 23. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T15 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481623 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-oD?PsyCCG57BV16SiJ?X2Crk7Dp6FAuL3ENTQmyCf7L Scale = 1:92.6 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x10 MT18HS 8x14 MT18HS 5x12 6x6 10x10 4x10 3x8 3x6 2x4 3x6 4x10 6x6 3x6 4x6 8x8 4x8 3x6 3x6 3x6 10-10-1510-10-15 21-5-010-6-1 29-9-88-4-8 32-3-122-6-4 40-4-08-0-4 42-4-02-0-0 52-2-89-10-8 7-4-14 7-4-14 14-4-15 7-0-1 21-5-0 7-0-1 29-9-8 8-4-8 35-0-12 5-3-4 40-4-0 5-3-4 42-4-0 2-0-0 47-1-8 4-9-8 52-2-8 5-1-0 0-5-05-8-911-1-80-11-011-1-86.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-14], [5:0-6-0,0-1-12], [6:0-10-4,0-2-0], [8:0-6-12,0-2-0], [11:Edge,0-3-8], [11:0-1-12,0-0-14], [14:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.69 0.93 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.83 0.07 (loc) 1-21 1-21 12 l/defl >999 >464 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-19,6-19,6-17,7-16,11-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-8 max.): 5-6, 8-9. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-19, 5-19, 6-19, 6-17, 7-16 REACTIONS.(lb/size)1=1168/0-3-8, 16=2382/0-3-8, 12=603/0-3-8 Max Horz 1=120(LC 5) Max Uplift 1=-68(LC 6), 16=-56(LC 7), 12=-54(LC 7) Max Grav 1=1193(LC 10), 16=2382(LC 1), 12=664(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2073/288, 2-4=-1775/268, 4-5=-879/226, 5-6=-707/244, 7-8=-579/185, 8-9=-521/113, 9-10=-647/97, 10-11=-584/0, 11-12=-351/45 BOT CHORD 1-21=-180/1783, 19-21=-52/1236, 16-17=-910/283, 13-14=0/443, 12-13=-57/744 WEBS 2-21=-414/202, 4-21=-18/642, 4-19=-757/214, 6-19=-132/1122, 6-17=-1322/185, 7-17=-158/1628, 7-16=-2331/384, 7-14=-155/862, 8-14=-668/175, 8-13=-24/309, 10-13=-279/145, 10-12=-386/153 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 16, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T16 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481624 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-GQZn3IDq1PF26BheF0XmbPNxDdFa_dqVIu61yDyCf7K Scale = 1:92.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 3x6 5x8 6x10 5x12 6x6 4x10 3x6 3x6 2x4 3x6 3x6 4x8 3x6 6x8 6x8 3x6 3x6 2x4 4x8 3x6 2x4 4x10 4x6 3x6 3x6 6-11-66-11-6 13-5-156-6-9 20-0-86-6-9 31-2-011-1-8 32-3-121-1-12 36-9-04-5-4 42-4-05-7-0 44-4-02-0-0 48-2-03-10-0 52-2-84-0-8 6-11-6 6-11-6 13-5-15 6-6-9 20-0-8 6-6-9 25-7-4 5-6-12 31-2-0 5-6-12 36-9-0 5-7-0 42-4-0 5-7-0 44-4-0 2-0-0 48-2-0 3-10-0 52-2-8 4-0-8 53-2-8 1-0-0 0-5-04-8-910-5-40-11-010-5-46.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-5], [5:0-4-8,0-1-12], [7:0-6-8,0-1-12], [9:0-6-0,0-2-0], [13:0-7-1,Edge], [19:0-2-8,0-1-8], [25:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.48 0.53 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.73 0.07 (loc) 21-23 21-23 13 l/defl >999 >528 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-23,6-21,8-20: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 2-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7, 9-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,19-20. WEBS 1 Row at midpt 4-23, 6-21, 7-21, 8-20 REACTIONS.(lb/size)1=1170/0-3-8, 20=2375/0-3-8, 13=680/0-3-8 Max Horz 1=101(LC 5) Max Uplift 1=-62(LC 6), 20=-57(LC 7), 13=-79(LC 7) Max Grav 1=1199(LC 10), 20=2375(LC 1), 13=738(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2184/250, 2-4=-1575/237, 4-5=-1009/215, 5-6=-822/230, 7-8=0/271, 9-10=-649/105, 10-11=-752/96, 11-13=-999/90 BOT CHORD 1-26=-151/1856, 25-26=-151/1856, 23-25=-32/1329, 21-23=-11/453, 20-21=-1243/273, 17-19=0/648, 16-17=0/650, 15-16=-20/785, 13-15=-20/785 WEBS 2-26=0/306, 2-25=-603/145, 4-25=0/429, 4-23=-728/190, 6-23=-80/817, 6-21=-1188/188, 7-21=-415/88, 8-21=-62/1737, 8-20=-2406/230, 8-19=-6/452, 9-19=-646/135 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 20, 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T17 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481625 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-kc79HdESoiNvkLGrpk2?8dw2i0gNj2LeWYsaVfyCf7J Scale = 1:91.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x6 5x8 5x12 5x6 10x10 3x6 3x6 3x6 3x6 3x6 3x6 4x6 4x6 3x6 5x12 2x4 4x8 3x6 3x6 3x6 3x6 3x4 4x6 3x6 3x6 5-9-135-9-13 11-5-35-7-5 17-0-85-7-5 24-7-47-6-12 31-3-126-8-8 31-4-10-0-5 37-9-06-4-15 43-4-05-7-0 45-4-02-0-0 48-2-02-10-0 51-2-83-0-8 -1-0-0 1-0-0 5-9-13 5-9-13 11-5-3 5-7-5 17-0-8 5-7-5 24-7-4 7-6-12 32-2-0 7-6-12 37-9-0 5-7-0 43-4-0 5-7-0 45-4-0 2-0-0 48-2-0 2-10-0 51-2-8 3-0-8 52-2-8 1-0-0 0-11-03-8-99-5-40-11-09-5-46.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-2-0], [7:0-2-8,0-2-0], [8:0-7-4,0-1-8], [10:0-6-0,0-2-0], [11:0-1-12,0-2-8], [13:0-2-15,0-2-0], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-2-8,0-1-8], [21:0-2-8,0-1-8], [22:0-2-8,0-2-0], [24:0-2-8,0-1-8], [26:0-2-8,0-1-8], [27:0-2-8,0-1-8], [28:Edge,0-7-13], [28:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.75 0.24 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.20 0.04 (loc) 22-24 22-24 21 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-22,7-21,8-19: 2x4 SPF No.2, 2-28,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8, 10-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-21,18-19. WEBS 1 Row at midpt 5-24, 6-22, 7-21, 8-21 REACTIONS.(lb/size)28=1096/0-3-8, 21=2603/0-3-8, 15=511/0-3-8 Max Horz 28=-98(LC 4) Max Uplift 28=-93(LC 6), 21=-36(LC 7), 15=-86(LC 7) Max Grav 28=1147(LC 10), 21=2603(LC 1), 15=571(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1653/197, 4-5=-1352/209, 5-6=-926/204, 6-7=-307/151, 7-8=0/736, 8-9=-29/355, 9-10=-51/341, 10-11=-463/110, 11-12=-529/99, 12-13=-627/78, 2-28=-1074/197, 13-15=-529/110 BOT CHORD 27-28=-102/379, 26-27=-93/1408, 24-26=-21/1141, 22-24=-11/772, 21-22=-32/307, 19-21=-623/268, 18-19=-40/461, 17-18=0/444, 16-17=-5/522 WEBS 4-26=-326/101, 5-26=0/347, 5-24=-564/149, 6-24=-29/587, 6-22=-797/105, 7-22=0/754, 7-21=-1531/177, 8-21=-1234/241, 8-19=-193/884, 9-19=-324/174, 10-19=-589/128, 2-27=-45/1036, 13-16=-26/449 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 8 = 8% 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) 28, 21, 15. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T18 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481626 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-g?FwiJFiKKedzeQDx84TD2?R3qK9ByIx_rLhZYyCf7H Scale = 1:91.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 2625 24 23 22 21 20 19 18 17 16 15 3x6 6x8 3x6 5x10 MT18HS 5x12 6x6 10x10 3x6 3x6 3x6 3x6 5x8 2x4 2x4 4x6 5x8 3x6 3x6 3x6 2x4 3x8 3x4 4x6 3x6 3x6 7-7-87-7-8 15-0-87-5-0 21-5-06-4-8 27-9-86-4-8 31-3-123-6-4 34-2-02-10-4 39-9-05-7-0 45-4-05-7-0 47-4-02-0-0 51-2-83-10-8 -1-0-0 1-0-0 7-7-8 7-7-8 15-0-8 7-5-0 21-5-0 6-4-8 27-9-8 6-4-8 34-2-0 6-4-8 39-9-0 5-7-0 45-4-0 5-7-0 47-4-0 2-0-0 51-2-8 3-10-8 52-2-8 1-0-0 0-11-02-8-98-5-40-11-08-5-46.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-4], [9:0-5-4,0-1-8], [11:0-6-0,0-2-0], [13:0-2-15,0-2-0], [18:0-2-8,0-1-8], [20:0-2-8,0-1-8], [26:0-2-8,0-1-8], [27:0-2-8,0-1-8], [28:Edge,0-7-13], [28:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.57 0.29 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.22 0.03 (loc) 26-27 26-27 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-21: 2x4 SPF No.2, 2-28,13-15: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9, 11-12. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-26, 5-23, 6-23, 7-21, 9-21 REACTIONS.(lb/size)28=1093/0-3-8, 21=2611/0-3-8, 15=507/0-3-8 Max Horz 28=-88(LC 4) Max Uplift 28=-92(LC 6), 21=-9(LC 7), 15=-93(LC 7) Max Grav 28=1142(LC 10), 21=2611(LC 1), 15=555(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1641/207, 4-5=-1113/205, 5-6=-605/179, 6-7=-605/179, 7-9=0/862, 9-10=0/615, 11-12=-508/101, 12-13=-615/94, 2-28=-1059/212, 13-15=-504/127 BOT CHORD 27-28=-119/565, 26-27=-69/1377, 23-26=-26/910, 22-23=-251/200, 21-22=-251/200, 20-21=-475/217, 17-18=-38/628, 16-17=-36/632 WEBS 4-27=0/252, 4-26=-557/153, 5-26=0/491, 5-23=-556/78, 6-23=-391/128, 7-23=-125/1181, 7-21=-1541/172, 9-21=-1170/153, 9-20=-42/512, 10-20=-670/149, 10-18=0/422, 11-18=-570/120, 2-27=0/816, 13-16=-19/352 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 21, 15. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T19 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481627 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-8BpIvfGL5dmTbo?PUsbilFYVVEgIwRE4DV4E5_yCf7G Scale = 1:89.6 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 6x8 3x6 5x10 MT18HS 5x8 5x6 10x10 3x6 3x6 3x6 3x6 3x6 3x6 5x6 5x6 4x6 3x6 3x6 3x6 3x6 3x6 3x4 4x6 3x6 3x6 6-7-86-7-8 13-0-86-5-0 20-9-07-8-8 25-2-114-5-11 31-3-126-1-1 36-2-04-10-4 41-9-05-7-0 47-4-05-7-0 49-4-02-0-0 51-2-81-10-8 -1-0-0 1-0-0 6-7-8 6-7-8 13-0-8 6-5-0 20-9-0 7-8-8 28-5-8 7-8-8 36-2-0 7-8-8 41-9-0 5-7-0 47-4-0 5-7-0 49-4-0 2-0-0 51-2-8 1-10-8 52-2-8 1-0-0 0-11-01-8-97-5-40-11-07-5-46.00 12 Plate Offsets (X,Y)-- [4:0-4-12,0-2-4], [5:0-2-8,0-1-8], [8:0-5-4,0-1-8], [10:0-4-0,0-2-0], [11:0-1-12,0-2-8], [12:0-2-15,0-2-0], [15:0-2-8,0-1-8], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-2-8,0-1-8], [22:0-2-8,0-1-8], [25:0-2-8,0-1-8], [26:0-2-8,0-1-8], [27:Edge,0-7-13], [27:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.97 0.29 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.24 0.04 (loc) 22-25 22-25 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 210 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-22: 2x4 SPF No.2, 2-27,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-5 max.): 4-8, 10-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,18-20,17-18. WEBS 1 Row at midpt 4-22, 5-21, 7-20, 8-20 REACTIONS.(lb/size)27=1095/0-3-8, 20=2606/0-3-8, 14=510/0-3-8 Max Horz 27=80(LC 5) Max Uplift 27=-84(LC 6), 20=-28(LC 4), 14=-86(LC 7) Max Grav 27=1143(LC 10), 20=2606(LC 1), 14=545(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1646/197, 3-4=-1255/200, 4-5=-767/172, 7-8=-12/975, 8-9=-9/415, 9-10=-372/102, 10-11=-885/122, 11-12=-532/67, 2-27=-1065/201, 12-14=-513/115 BOT CHORD 26-27=-90/466, 25-26=-58/1391, 22-25=-40/1055, 21-22=-73/767, 20-21=-387/195, 18-20=-291/184, 17-18=-70/264, 16-17=-70/902, 15-16=-3/440 WEBS 3-25=-408/127, 4-25=0/459, 4-22=-463/62, 5-22=0/492, 5-21=-1065/138, 7-21=-63/1089, 7-20=-1582/227, 8-20=-1215/169, 8-18=-21/471, 9-18=-615/135, 9-17=0/369, 10-17=-658/130, 10-16=-282/109, 11-16=-74/560, 2-26=-22/930, 12-15=-30/424 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 0% 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) 27, 20, 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T20 Truss Type Hip Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481628 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-cNMg6?HzsxuKDyac2Z6xIT4j3euAfvVER9qoeQyCf7F Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 5x8 3x6 5x8 3x8 3x8 3x6 3x6 4x6 4x6 4x6 4x6 4x8 3x6 10x10 5x8 3x4 3x8 3x6 3x6 9-0-89-0-8 20-2-211-1-10 31-3-1211-1-10 40-2-08-10-4 49-2-89-0-8 -1-0-0 1-0-0 4-8-0 4-8-0 9-0-8 4-4-8 16-9-14 7-9-6 24-7-4 7-9-6 32-4-10 7-9-6 40-2-0 7-9-6 44-6-8 4-4-8 49-2-8 4-8-0 50-2-8 1-0-0 0-11-05-5-40-11-05-5-46.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [2:0-1-12,0-0-14], [4:0-4-12,0-2-4], [10:0-4-12,0-2-4] 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-R 0.79 0.83 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.68 0.07 (loc) 19-21 19-21 17 l/defl >999 >550 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-17,2-22,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-13 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 5-21, 7-17 REACTIONS.(lb/size)17=2427/0-3-8, 22=1145/0-3-8, 14=479/0-3-8 Max Horz 22=59(LC 5) Max Uplift 17=-132(LC 5), 22=-67(LC 6), 14=-87(LC 7) Max Grav 17=2427(LC 1), 22=1153(LC 10), 14=502(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-502/37, 3-4=-1526/205, 4-5=-1333/214, 5-7=-1104/167, 7-8=-42/981, 10-11=-254/93, 11-12=-449/1, 2-22=-423/111, 12-14=-353/94 BOT CHORD 21-22=-102/1364, 19-21=-108/1392, 17-19=-62/530, 15-17=-754/171, 14-15=-23/375 WEBS 4-21=0/371, 5-19=-535/156, 7-19=0/890, 7-17=-1859/237, 8-17=-1112/215, 8-15=-95/1076, 10-15=-312/100, 3-22=-1171/199 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 14 except (jt=lb) 17=132. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T21 Truss Type Hip Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481629 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-4Zw2KLIbdF0Bq69ocHeArgdwf1HTOLpNgpZLAtyCf7E Scale = 1:84.7 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 6x8 3x6 5x10 MT18HS 10x10 3x6 3x6 3x6 3x6 3x6 3x6 4x6 4x6 3x8 3x6 3x6 3x6 3x6 3x6 3x4 4x6 3x8 3x6 3x6 3-7-83-7-8 7-0-83-5-0 15-9-148-9-6 23-2-117-4-13 31-3-128-1-1 36-8-145-5-2 42-2-05-5-2 45-7-03-5-0 49-2-83-7-8 -1-0-0 1-0-0 3-7-8 3-7-8 7-0-8 3-5-0 15-9-14 8-9-6 24-7-4 8-9-6 33-4-10 8-9-6 42-2-0 8-9-6 45-7-0 3-5-0 49-2-8 3-7-8 50-2-8 1-0-0 0-11-04-5-40-11-04-5-46.00 12 Plate Offsets (X,Y)-- [4:0-4-12,0-2-4], [5:0-2-8,0-1-8], [10:0-5-4,0-1-8], [12:0-2-15,0-2-0], [15:0-2-8,0-1-8], [16:0-2-8,0-1-8], [22:0-2-8,0-1-8], [24:0-2-8,0-1-8], [25:0-2-8,0-1-8], [26:Edge,0-7-13], [26:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.67 0.63 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.45 0.07 (loc) 22-24 22-24 19 l/defl >999 >836 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4,10-13: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-18,18-21: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-19,2-26,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-14 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19. WEBS 1 Row at midpt 5-20 2 Rows at 1/3 pts 7-19 REACTIONS.(lb/size)26=1139/0-3-8, 19=2444/0-3-8, 14=468/0-3-8 Max Horz 26=49(LC 5) Max Uplift 26=-56(LC 6), 19=-163(LC 5), 14=-75(LC 7) Max Grav 26=1143(LC 10), 19=2444(LC 1), 14=480(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1522/182, 3-4=-1582/203, 4-5=-1804/251, 5-7=-870/142, 7-8=-76/1310, 8-10=-42/366, 10-11=-321/92, 11-12=-478/75, 2-26=-1075/189, 12-14=-436/122 BOT CHORD 24-25=-74/1302, 22-24=-70/1416, 20-22=-134/1804, 19-20=-71/646, 17-19=-761/142, 16-17=0/289, 15-16=0/375 WEBS 4-24=0/252, 4-22=-106/508, 5-20=-1080/125, 7-20=0/722, 7-19=-2266/260, 8-19=-1228/206, 8-17=-6/698, 10-17=-743/106, 10-16=0/259, 2-25=-88/1074, 12-15=-1/251 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 10 = 0% 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) 26, 14 except (jt=lb) 19=163. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T22 Truss Type Hip Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481630 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-1y2pl1Jr9sGv4QIBjigew5iDlrwJsElg772SElyCf7C Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 19 18 17 16 15 1420 5x10 MT18HS 3x6 5x10 MT18HS 10x10 3x6 3x8 4x6 3x4 3x8 3x6 3x6 3x8 2x4 3x12 3x6 6x8 6x10 3x6 3x8 3x6 10x10 3x8 6-5-0 6-5-0 14-6-8 8-1-8 22-8-0 8-1-8 30-9-8 8-1-8 31-5-8 0-8-0 31-10-0 0-4-8 40-2-0 8-4-0 48-6-0 8-4-0 54-11-0 6-5-0 -1-0-0 1-0-0 6-5-0 6-5-0 14-6-8 8-1-8 22-8-0 8-1-8 30-9-8 8-1-8 31-10-0 1-0-8 40-2-0 8-4-0 48-6-0 8-4-0 54-11-0 6-5-0 55-11-0 1-0-0 0-11-04-1-80-11-00-7-44-1-86.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-1-12], [10:0-2-8,0-1-8], [11:0-5-12,0-1-12], [14:0-1-12,0-0-0], [14:Edge,0-7-13], [15:0-2-8,0-1-8], [21:0-6-0,0-3-8], [22:0-3-8,Edge], [23:0-2-8 ,0-1-8], [26:0-2-8,0-1-8], [27:0-1-12,0-0-0], [27:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.89 0.80 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.40 0.07 (loc) 25 23-25 14 l/defl >999 >929 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 218 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-22,8-18: 2x3 SPF No.2, 19-21: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-21,10-19: 2x4 SPF No.2, 2-27,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-7 max.): 3-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,19-20. WEBS 1 Row at midpt 6-21, 10-19, 11-17 REACTIONS.(lb/size)27=1172/0-3-8, 14=817/0-3-8, 20=2518/0-3-8 Max Horz 27=46(LC 5) Max Uplift 27=-49(LC 6), 14=-61(LC 7), 20=-200(LC 5) Max Grav 27=1174(LC 10), 14=821(LC 11), 20=2518(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1734/196, 3-4=-2089/257, 4-6=-2089/257, 6-7=-93/1174, 7-8=-105/1175, 8-10=-95/1136, 10-11=-754/124, 11-12=-1089/131, 2-27=-1106/198, 12-14=-758/164 BOT CHORD 26-27=-68/358, 25-26=-70/1481, 23-25=-66/1297, 22-23=0/291, 7-21=-379/109, 20-21=-1661/282, 19-20=-1210/239, 8-19=-266/90, 17-18=0/342, 15-17=-0/907, 14-15=-29/292 WEBS 3-25=-104/755, 4-25=-507/162, 6-25=-91/879, 21-23=-126/1096, 6-21=-2620/264, 17-19=-65/500, 10-19=-2007/202, 10-17=0/369, 2-26=-94/1137, 12-15=-53/632 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 14 except (jt=lb) 20=200. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss T23 Truss Type Roof Special Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481631 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-V8cByNKTwAOmhZtNHPBtSJFP7FMWbjrqMno?nByCf7B Scale = 1:98.7 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x6 5x10 MT18HS 3x6 5x10 MT18HS 5x8 6x10 5x12 3x4 3x6 4x8 3x6 3x6 2x4 3x6 5x8 2x4 4x8 4x6 3x6 3x6 4x8 4x6 2x4 3x6 3x6 7-10-157-10-15 15-5-07-6-1 22-10-87-5-8 32-3-129-5-4 37-9-85-5-12 46-10-09-0-8 50-6-83-8-8 51-4-00-9-8 55-11-04-7-0 7-10-15 7-10-15 15-5-0 7-6-1 22-10-8 7-5-8 30-4-0 7-5-8 37-9-8 7-5-8 42-3-12 4-6-4 46-10-0 4-6-4 50-6-8 3-8-8 51-4-0 0-9-8 55-11-0 4-7-0 0-5-03-5-93-2-88-1-83-2-88-1-86.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-0-1], [4:0-6-4,0-2-0], [8:0-5-4,0-1-8], [10:0-4-0,0-1-0], [13:Edge,0-2-8], [16:0-2-8,0-2-0], [19:0-2-8,0-1-8], [23:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.79 0.35 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.35 0.03 (loc) 17-19 17-19 20 l/defl >999 >804 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 251 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 4-22,7-22,8-20: 2x4 SPF No.2, 7-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8, 10-11, 12-13. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-23, 4-22, 7-20, 8-20 REACTIONS.(lb/size)14=527/Mechanical, 1=985/0-3-8, 20=2941/0-3-8 Max Horz 1=140(LC 5) Max Uplift 1=-55(LC 6), 20=-29(LC 5) Max Grav 14=578(LC 11), 1=1057(LC 10), 20=2941(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1839/204, 2-4=-1121/181, 4-5=-481/128, 5-7=-480/128, 7-8=-47/1228, 8-9=-24/537, 9-10=-832/127, 10-11=-667/58, 11-12=-677/101 BOT CHORD 1-25=-123/1542, 23-25=-123/1542, 22-23=-76/916, 20-22=-820/218, 19-20=-406/178, 16-17=-10/609, 15-16=-13/643, 14-15=-11/645 WEBS 2-25=0/348, 2-23=-722/177, 4-23=0/529, 4-22=-730/112, 5-22=-462/149, 7-22=-156/1582, 7-20=-1664/273, 8-20=-1432/186, 8-19=-37/601, 9-19=-602/160, 9-17=-90/935, 10-17=-602/145, 12-14=-732/51 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 20. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss TG01 Truss Type Common Girder Qty 1 Ply 2 660 West Clay Northlake Job Reference (optional) I39481632 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-zLAZAiL5hTWdJjSZr6i6?WofFfgbKH7zbRXZJeyCf7A Scale = 1:22.0 1 2 3 4 7 6 5 8 9 10 11 12 5x8 4x6 5x8 2x4 5-0-85-0-8 10-1-05-0-8 5-0-8 5-0-8 10-1-0 5-0-8 11-1-0 1-0-0 0-11-03-5-40-11-06.00 12 Plate Offsets (X,Y)-- [1:0-4-9,0-2-8], [5:0-4-9,0-2-8] 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-R 0.51 0.49 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x6 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=2047/0-3-8, 5=1700/0-3-8 Max Horz 7=-51(LC 3) Max Uplift 5=-42(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1765/0, 2-3=-1769/0, 1-7=-922/0, 3-5=-1004/22 BOT CHORD 6-7=0/1513, 5-6=0/1513 WEBS 2-6=0/1291 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 669 lb down and 71 lb up at 0-7-12, 654 lb down at 2-7-12, 558 lb down at 4-7-12, and 511 lb down and 64 lb up at 6-7-12, and 511 lb down and 57 lb up at 8-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-669(B) 9=-654(B) 10=-558(B) 11=-511(B) 12=-511(B)December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481633 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-RXkxN2MkRneUxt1mPqDLXkKwE2723pc6q5H6r4yCf79 Scale = 1:12.5 1 2 3 4 7 6 5 2x4 4x6 3x8 2x4 4x8 2-0-02-0-0 3-1-01-1-0 -1-0-0 1-0-0 2-0-0 2-0-0 3-1-0 1-1-0 0-11-01-11-06.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] 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-R 0.11 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=96/Mechanical, 7=194/0-3-8 Max Horz 7=55(LC 4) Max Uplift 5=-24(LC 4), 7=-45(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 35 lb up at 2-0-0 on top chord, and 1 lb down and 4 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=2(B) December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss TG03 Truss Type Half Hip Girder Qty 2 Ply 1 660 West Clay Northlake Job Reference (optional) I39481634 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-vjHKaOMMC5mLY1cyyXka4xt5zSTJoGsG2l0fNWyCf78 Scale = 1:12.5 1 2 3 4 7 6 5 2x4 4x6 3x8 2x4 4x8 2-0-02-0-0 3-0-01-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 3-0-0 1-0-0 0-11-01-11-06.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] 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-R 0.11 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=105/Mechanical, 7=191/0-3-8 Max Horz 7=55(LC 4) Max Uplift 5=-33(LC 4), 7=-45(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 20 lb up at 2-10-4, and 1 lb down and 18 lb up at 2-0-0 on top chord, and 3 lb down and 3 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-12(F) 6=1(F) December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481635 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-NwriokN_zOuCABB8WFGpd9Q5lsakXZyPHPmDwzyCf77 Scale = 1:91.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5x10 MT18HS 5x8 3x6 5x8 6x8 4x6 4x8 3x6 4x6 2x4 4x10 4x6 6x10 4x8 4x6 3x12 4x8 3x6 4x6 6x10 3x6 4x6 7-3-1 7-3-1 14-5-8 7-2-7 16-3-8 1-10-0 16-7-8 0-4-0 24-0-0 7-4-8 31-3-12 7-3-12 38-9-0 7-5-4 46-1-8 7-4-8 49-2-8 3-1-0 -1-0-0 1-0-0 8-3-8 8-3-8 14-5-8 6-2-0 16-7-8 2-2-0 24-0-0 7-4-8 31-4-8 7-4-8 38-9-0 7-4-8 46-1-8 7-4-8 49-2-8 3-1-0 50-2-8 1-0-0 0-9-03-6-31-5-84-6-30-11-01-0-02-5-84.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-5], [2:0-0-3,0-7-9], [2:Edge,0-0-9], [8:0-3-8,0-1-8], [10:0-4-8,0-1-12], [12:0-6-9,0-2-4], [15:0-3-8,0-2-0], [21:0-7-8,0-4-0] 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-R 0.81 0.97 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.20 0.03 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 208 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 5-20: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 8-15: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 1-9-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except 2-0-0 oc purlins (4-7-7 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,15-17. WEBS 1 Row at midpt 6-21, 6-17 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=-60(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2 except 21=-124(LC 4), 17=-248(LC 6), 12=-154(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 2=686(LC 1), 21=1291(LC 1), 17=1703(LC 10), 12=812(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1096/37, 3-4=-666/46, 4-5=-536/0, 5-6=-1/384, 6-8=-93/711, 8-9=-1293/227, 9-10=-1006/188, 10-12=-1159/188 BOT CHORD 2-24=0/942, 22-24=-8/861, 21-22=-575/129, 5-21=-894/134, 17-19=-75/584, 15-17=-672/123, 14-15=-174/1293, 12-14=-130/992 WEBS 3-24=0/373, 3-22=-345/91, 4-22=-414/100, 5-22=-51/1221, 19-21=-114/566, 6-21=-975/93, 6-19=0/258, 6-17=-1345/197, 8-17=-1068/287, 8-15=-298/2041, 9-15=-418/199, 9-14=-299/58, 10-14=0/326 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 21=124, 17=248, 12=154. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481635 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:22 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-NwriokN_zOuCABB8WFGpd9Q5lsakXZyPHPmDwzyCf77 NOTES-(10-11) 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 35 lb up at 18-0-12, 54 lb down and 35 lb up at 20-0-12, 54 lb down and 35 lb up at 22-0-12, 54 lb down and 35 lb up at 24-0-12, 54 lb down and 35 lb up at 26-0-12, 54 lb down and 35 lb up at 28-0-12, 54 lb down and 35 lb up at 30-0-12, 54 lb down and 35 lb up at 32-0-12, 54 lb down and 35 lb up at 34-0-12, 54 lb down and 35 lb up at 36-0-12, 54 lb down and 35 lb up at 38-0-12, 54 lb down and 35 lb up at 40-0-12, 54 lb down and 35 lb up at 42-0-12, and 54 lb down and 35 lb up at 44-0-12, and 54 lb down and 35 lb up at 46-1-8 on top chord, and 16 lb down at 18-0-12, 16 lb down at 20-0-12, 16 lb down at 22-0-12, 16 lb down at 24-0-12, 16 lb down at 26-0-12, 16 lb down at 28-0-12, 16 lb down at 30-0-12, 16 lb down at 32-0-12, 16 lb down at 34-0-12, 16 lb down at 36-0-12, 16 lb down at 38-0-12, 16 lb down at 40-0-12, 16 lb down at 42-0-12, 16 lb down at 44-0-12, and 16 lb down at 46-0-12, and 76 lb down and 37 lb up at 47-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-10=-60, 10-13=-60, 2-21=-20, 12-20=-20 Concentrated Loads (lb) Vert: 7=-14(B) 10=-14(B) 19=-10(B) 6=-14(B) 14=-10(B) 25=-14(B) 26=-14(B) 27=-14(B) 28=-14(B) 29=-14(B) 30=-14(B) 31=-14(B) 32=-14(B) 33=-14(B) 34=-14(B) 35=-14(B) 36=-14(B) 37=-10(B) 38=-10(B) 39=-10(B) 40=-10(B) 41=-10(B) 42=-10(B) 43=-10(B) 44=-10(B) 45=-10(B) 46=-10(B) 47=-10(B) 48=-10(B) 49=-10(B) 50=-76(B) December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481636 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-Gh5Ce6QU1dOdfoUvl5Kln?akwT_VTJh?C1kQ3kyCf73 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 3839 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 626364 6566 67 68 69 70 71 72 73 74 75 12x18 MT18HS 3x6 5x8 8x8 4x6 6x6 5x12 2x4 4x10 2x4 6x16 2x4 3x4 6x16 2x4 5x12 2x4 4x8 3x12 6x8 3x8 3x6 4x6 4x6 3-0-0 3-0-0 10-0-15 7-0-15 17-1-14 7-0-15 24-2-13 7-0-15 31-3-12 7-0-15 38-2-3 6-10-7 45-0-9 6-10-7 51-11-0 6-10-7 54-11-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 10-0-15 7-0-15 17-1-14 7-0-15 24-2-13 7-0-15 31-3-12 7-0-15 38-2-3 6-10-7 45-0-9 6-10-7 51-11-0 6-10-7 54-11-0 3-0-0 55-11-0 1-0-0 0-11-02-5-00-11-02-5-06.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-8-8], [13:0-5-0,0-2-0], [16:Edge,0-5-8], [16:0-1-12,0-0-0], [20:0-5-8,0-2-8], [23:0-5-8,0-3-4], [28:0-1-12,0-0-0], [28:Edge,0-5-13] 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-R 0.93 0.79 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.79 0.05 (loc) 24-26 24-26 21 l/defl >999 >475 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 253 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 16-19,19-22: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-26,8-20,11-20: 2x4 SPF No.2, 5-26,5-23,8-23: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-0 max.): 3-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 3-9-2 oc bracing: 21-23 5-0-2 oc bracing: 20-21. WEBS 1 Row at midpt 5-23, 11-20 REACTIONS.(lb/size)28=1277/0-3-8, 21=3105/0-3-8, 16=828/0-3-8 Max Horz 28=-28(LC 6) Max Uplift 28=-193(LC 5), 21=-452(LC 4), 16=-142(LC 6) Max Grav 28=1277(LC 9), 21=3105(LC 1), 16=828(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1856/292, 3-4=-3473/530, 4-5=-3473/531, 5-7=-686/115, 7-8=-686/115, 8-10=-43/312, 10-11=-43/312, 11-13=-969/168, 13-14=-1089/172, 2-28=-1206/177, 14-16=-745/125 BOT CHORD 26-27=-256/1642, 24-26=-471/3251, 23-24=-471/3251, 21-23=-3722/566, 20-21=-3722/566, 18-20=-190/1411, 17-18=-190/1411 WEBS 3-26=-278/1918, 4-26=-468/198, 5-24=0/358, 5-23=-2670/397, 7-23=-451/191, 8-23=-672/4583, 8-21=-2775/528, 8-20=-517/3566, 10-20=-431/182, 11-20=-1785/267, 11-18=0/332, 11-17=-475/69, 2-27=-240/1448, 14-17=-143/826 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 28=193, 21=452, 16=142. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Building designer should verify capacity of bearing surface. December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481636 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:26 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-Gh5Ce6QU1dOdfoUvl5Kln?akwT_VTJh?C1kQ3kyCf73 NOTES-(11-12) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 34 lb up at 3-0-0, 14 lb down and 34 lb up at 3-10-4, 12 lb down and 34 lb up at 5-10-4, 12 lb down and 34 lb up at 7-10-4, 12 lb down and 34 lb up at 9-10-4, 12 lb down and 34 lb up at 11-10-4, 12 lb down and 34 lb up at 13-10-4, 12 lb down and 34 lb up at 15-10-4, 12 lb down and 34 lb up at 17-10-4, 12 lb down and 34 lb up at 19-10-4, 12 lb down and 34 lb up at 21-10-4, 12 lb down and 34 lb up at 23-10-4, 12 lb down and 34 lb up at 25-10-4, 12 lb down and 34 lb up at 27-10-4, 12 lb down and 34 lb up at 29-10-4, 12 lb down and 34 lb up at 31-10-4, 12 lb down and 34 lb up at 33-10-4, 12 lb down and 34 lb up at 35-10-4, 12 lb down and 34 lb up at 37-10-4, 12 lb down and 34 lb up at 39-10-4, 12 lb down and 34 lb up at 41-10-4, 12 lb down and 34 lb up at 43-10-4, 12 lb down and 34 lb up at 45-10-4, 12 lb down and 34 lb up at 47-10-4, and 12 lb down and 34 lb up at 49-10-4, and 30 lb down and 34 lb up at 51-11-0 on top chord, and 85 lb down and 45 lb up at 2-0-12, 14 lb down at 3-0-12, 14 lb down at 3-10-4, 14 lb down at 5-10-4, 14 lb down at 7-10-4, 14 lb down at 9-10-4, 14 lb down at 11-10-4, 14 lb down at 13-10-4, 14 lb down at 15-10-4, 14 lb down at 17-10-4, 14 lb down at 19-10-4, 14 lb down at 21-10-4 , 14 lb down at 23-10-4, 14 lb down at 25-10-4, 14 lb down at 27-10-4, 14 lb down at 29-10-4, 14 lb down at 31-10-4, 14 lb down at 33-10-4, 14 lb down at 35-10-4, 14 lb down at 37-10-4, 14 lb down at 39-10-4, 14 lb down at 41-10-4, 14 lb down at 43-10-4, 14 lb down at 45-10-4, 14 lb down at 47-10-4, 14 lb down at 49-10-4, and 14 lb down at 51-10-4, and 85 lb down and 45 lb up at 52-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-13=-60, 13-14=-60, 14-15=-60, 16-28=-20 Concentrated Loads (lb) Vert: 3=-12(F) 13=-12(F) 25=-9(F) 27=-9(F) 26=-9(F) 4=-12(F) 17=-9(F) 29=-12(F) 30=-12(F) 31=-12(F) 32=-12(F) 33=-12(F) 34=-12(F) 35=-12(F) 36=-12(F) 37=-12(F) 38=-12(F) 39=-12(F) 40=-12(F) 41=-12(F) 42=-12(F) 43=-12(F) 44=-12(F) 45=-12(F) 46=-12(F) 47=-12(F) 48=-12(F) 49=-12(F) 50=-12(F) 51=-12(F) 52=-85(F) 53=-9(F) 54=-9(F) 55=-9(F) 56=-9(F) 57=-9(F) 58=-9(F) 59=-9(F) 60=-9(F) 61=-9(F) 62=-9(F) 63=-9(F) 64=-9(F) 65=-9(F) 66=-9(F) 67=-9(F) 68=-9(F) 69=-9(F) 70=-9(F) 71=-9(F) 72=-9(F) 73=-9(F) 74=-9(F) 75=-85(F) December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss V01 Truss Type Valley Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481637 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-gGmLG7TNKYnCWGDUQDuSPdCPyhAngsnRu?y5g3yCf70 Scale = 1:28.0 1 2 3 4 5 9 8 7 63x4 3x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-80-0-8 16-6-116-5-9 8-3-0 8-3-0 16-6-1 8-3-0 0-0-44-1-80-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.18 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: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-5-1. (lb) - Max Horz 1=-38(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=281(LC 1), 9=362(LC 10), 6=362(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-264/127, 4-6=-264/127 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss V02 Truss Type VALLEY Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481638 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-8SKjTTT?5sv38Poh_wPhxrlW44TbPJ7b7fieCVyCf7? Scale = 1:21.3 1 2 3 43x8 4x8 3x8 2x4 0-0-80-0-8 12-6-112-5-9 6-3-0 6-3-0 12-6-1 6-3-1 0-0-43-1-80-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.53 0.33 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=205/12-5-1, 3=205/12-5-1, 4=489/12-5-1 Max Horz 1=-27(LC 4) Max Uplift 1=-23(LC 6), 3=-27(LC 7) Max Grav 1=207(LC 10), 3=207(LC 11), 4=489(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-319/119 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Non Standard bearing condition. Review required. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss V03 Truss Type Valley Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481639 8.240 s Jul 27 2019 MiTek Industries, Inc. Wed Dec 4 08:43:05 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-wLDrwuxWyzihEJptz7oyNw?0morJroN??attuqyCOo4 Scale = 1:20.6 1 2 3 42x4 3x4 2x4 2x4 0-0-8 0-0-8 8-6-1 8-5-9 4-3-04-3-0 8-6-14-3-0 0-0-42-1-80-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.44 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=148/8-5-1 (min. 0-1-8), 3=148/8-5-1 (min. 0-1-8), 4=283/8-5-1 (min. 0-1-8) Max Horz 1=18(LC 5) Max Uplift 1=-21(LC 6), 3=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 24 lb uplift at joint 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard December 4,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 660_West_Clay_Northlake Truss V04 Truss Type Valley Qty 1 Ply 1 660 West Clay Northlake Job Reference (optional) I39481640 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Dec 3 14:08:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-5rSUu9VFdT9nNjy35LR91GqzFu93tErtazBlFNyCf6z Scale = 1:8.4 1 2 3 2x4 2x4 2x4 4-5-9 4-5-9 4-6-1 0-0-8 2-3-0 2-3-0 4-6-1 2-3-0 0-0-41-1-80-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 0.11 0.27 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=143/4-5-1, 3=143/4-5-1 Max Horz 1=-9(LC 4) Max Uplift 1=-7(LC 6), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). December 4,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths