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HomeMy WebLinkAboutI39195890.121_Woods_at_Shelborne16023 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). November 7,2019 Liu, Xuegang Pages or sheets covered by this seal: I39195890 thru I39195983 My license renewal date for the state of Indiana is July 31, 2020. 121_Woods_at_Shelborne 121 Woods at Shelborne 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 121_Woods_at_Shelborne Truss CG01 Truss Type JACK-OPEN Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195890 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-rf07wazZK7l32AK7xRaVnKjpXHupkAPOCKa1SFyLsMN Scale = 1:13.0 1 2 5 3 4 3x6 2x4 1-9-11-8-7 -1-9-6 1-9-6 1-9-1 1-9-1 1-3-02-0-00-4-71-7-92-0-05.15 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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 0.32 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 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 1-9-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-7/Mechanical, 4=7/Mechanical, 5=244/0-5-9 Max Horz 5=62(LC 9) Max Uplift 3=-11(LC 6), 4=-3(LC 9), 5=-38(LC 9) Max Grav 3=6(LC 7), 4=29(LC 2), 5=244(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. November 7,2019 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 121_Woods_at_Shelborne Truss CG02 Truss Type JACK-OPEN Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195891 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-rf07wazZK7l32AK7xRaVnKjpXHupkAPOCKa1SFyLsMN Scale = 1:13.0 1 2 5 3 4 3x6 2x4 1-9-11-8-7 -1-9-6 1-9-6 1-9-1 1-9-1 1-3-02-0-00-4-71-7-92-0-05.15 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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 0.32 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 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 1-9-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-7/Mechanical, 4=7/Mechanical, 5=244/0-5-9 Max Horz 5=62(LC 9) Max Uplift 3=-11(LC 6), 4=-3(LC 9), 5=-38(LC 9) Max Grav 3=6(LC 7), 4=29(LC 2), 5=244(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. November 7,2019 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 121_Woods_at_Shelborne Truss GE02 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195892 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-JraV7w_B5QtwgKuJV95kKXG1lhDxTdCXR_Ka_hyLsMM Scale = 1:26.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 3x8 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-2-814-2-8 -1-0-0 1-0-0 7-1-4 7-1-4 14-2-8 7-1-4 15-2-8 1-0-0 0-9-03-1-70-9-04.00 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 0.09 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 98 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 14-2-8. (lb) - Max Horz 16=36(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 12 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- 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-1-4, Corner(3) 7-1-4 to 10-1-4, Exterior(2) 10-1-4 to 15-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 12. November 7,2019 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 121_Woods_at_Shelborne Truss GE03 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195893 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-n18uLG?psk?nHUTW3sczslpC15aRC4Ggge38W7yLsML Scale = 1:13.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 8 9 3x8 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 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 0.12 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 24 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* 4-5: 2x3 SPF No.2 OTHERS 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)7=163/3-11-8, 5=23/3-11-8, 6=175/3-11-8 Max Horz 7=52(LC 6) Max Uplift 7=-22(LC 9), 5=-1(LC 8), 6=-2(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 3-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. November 7,2019 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 121_Woods_at_Shelborne Truss GE06 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195894 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-n18uLG?psk?nHUTW3sczslpBk5Z9C1vgge38W7yLsML Scale = 1:46.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-11-014-11-0 -0-11-0 0-11-0 7-5-8 7-5-8 14-11-0 7-5-8 15-10-0 0-11-0 1-3-07-5-91-3-010.00 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 0.14 0.07 0.26 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 120 120 n/a PLATES MT20 Weight: 197 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 14-11-0. (lb) - Max Horz 20=145(LC 8) 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- 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -0-11-0 to 2-1-0, Exterior(2) 2-1-0 to 7-5-8, Corner(3) 7-5-8 to 10-5-8, Exterior(2) 10-5-8 to 15-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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. November 7,2019 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 121_Woods_at_Shelborne Truss GE08 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195895 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-GDiGYc?Sd27eve2idZ8CPyLMdVwWxW8qvHph2ZyLsMK Scale = 1:15.0 Sheet Back Full Sheathing1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x4 2x4 2x4 -0-11-0 0-11-0 1-11-8 1-11-8 1-1-02-4-118.00 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 0.13 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 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 1-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/1-11-8, 4=49/1-11-8 Max Horz 5=63(LC 6) Max Uplift 5=-19(LC 9), 4=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. November 7,2019 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 121_Woods_at_Shelborne Truss J01 Truss Type JACK-OPEN Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195896 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-kQFemy04OLFVXnduAHfRxAuU?uEUgzOz7xYEb0yLsMJ Scale = 1:23.5 1 2 5 6 3 4 3x6 3x4 3-4-83-4-8 -0-11-0 0-11-0 3-4-8 3-4-8 1-3-04-0-123-6-154-0-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 0.29 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=199/0-3-8, 3=84/Mechanical, 4=34/Mechanical Max Horz 5=109(LC 9) Max Uplift 3=-48(LC 9) Max Grav 5=199(LC 1), 3=84(LC 1), 4=62(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. November 7,2019 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 121_Woods_at_Shelborne Truss J01A Truss Type HALF HIP Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195897 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-kQFemy04OLFVXnduAHfRxAuWeuFOgzBz7xYEb0yLsMJ Scale = 1:18.2 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 2x4 0-1-112-1-10 2-1-10 3-4-8 1-2-14 -0-11-0 0-11-0 2-1-10 2-1-10 3-4-8 1-2-14 1-3-02-10-113-0-62-7-30-3-82-10-1110.00 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 0.18 0.08 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 6 6 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 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)7=198/0-3-8, 5=112/0-1-8 Max Horz 7=81(LC 8) Max Uplift 7=-16(LC 9), 5=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195898 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Ccp0zI1i9fNM8xC4k_AgUNQiTIc7PQe7MbIo7SyLsMI Scale = 1:13.1 1 2 5 3 4 2x4 2x4 2-2-122-2-12 -0-11-0 0-11-0 2-2-12 2-2-12 0-11-02-0-66.00 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 0.05 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 2-2-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=159/0-3-8, 3=48/Mechanical, 4=20/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-9(LC 9), 3=-17(LC 9) Max Grav 5=159(LC 1), 3=48(LC 1), 4=39(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. November 7,2019 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 121_Woods_at_Shelborne Truss J03 Truss Type JACK-OPEN Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195899 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Ccp0zI1i9fNM8xC4k_AgUNQiTIc7PQe7MbIo7SyLsMI Scale = 1:13.1 1 2 5 3 4 2x4 2x4 2-2-122-2-12 -0-11-0 0-11-0 2-2-12 2-2-12 0-11-02-0-61-7-112-0-66.00 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 0.05 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 2-2-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=159/0-3-8, 3=48/Mechanical, 4=20/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-9(LC 9), 3=-17(LC 9) Max Grav 5=159(LC 1), 3=48(LC 1), 4=39(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. November 7,2019 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 121_Woods_at_Shelborne Truss J04 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195900 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-goNOBe2KwzVDm5nHIihv1bzraixa8tuGbF1LfuyLsMH Scale = 1:12.5 1 2 5 6 3 7 4 2x4 2x4 2-0-92-0-1 -1-6-5 1-6-5 2-0-9 2-0-9 1-1-01-10-130-4-61-6-71-10-134.80 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.03 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 2-0-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=215/0-4-13, 3=20/Mechanical, 4=12/Mechanical Max Horz 5=55(LC 7) Max Uplift 5=-32(LC 7), 3=-10(LC 4) Max Grav 5=215(LC 1), 3=20(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 17 lb up at 1-4-12 on top chord, and 3 lb down and 1 lb up at 1-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(B) November 7,2019 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 121_Woods_at_Shelborne Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195901 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-goNOBe2KwzVDm5nHIihv1bztdixa8tuGbF1LfuyLsMH Scale = 1:11.4 1 2 5 3 42x4 2x4 1-6-121-6-12 -0-11-0 0-11-0 1-6-12 1-6-12 0-11-01-8-61-3-111-8-66.00 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 0.08 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=141/0-3-8, 3=25/Mechanical, 4=12/Mechanical Max Horz 5=46(LC 9) Max Uplift 5=-11(LC 9), 3=-11(LC 9) Max Grav 5=141(LC 1), 3=25(LC 1), 4=27(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. November 7,2019 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 121_Woods_at_Shelborne Truss J06 Truss Type HALF HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195902 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-8?xnOz2ygGd4OFMTsPC8ZoW1F6GBtK7PpvnuBLyLsMG Scale = 1:17.6 1 2 3 5 4 6 2x4 2x4 2x4 2x4 1-5-41-5-4 2-10-81-5-4 -0-11-0 0-11-0 2-9-0 2-9-0 2-10-8 0-1-8 1-1-02-11-02-7-80-3-82-11-08.00 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 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=180/0-3-8, 4=90/0-1-8 Max Horz 5=79(LC 6) Max Uplift 5=-18(LC 9), 4=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. November 7,2019 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 121_Woods_at_Shelborne Truss J07 Truss Type JACK-OPEN Qty 5 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195903 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-8?xnOz2ygGd4OFMTsPC8ZoWvh6DztK7PpvnuBLyLsMG Scale = 1:25.5 1 2 5 3 4 3x8 3x6 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 3-1-04-5-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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 0.64 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.14 (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 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=153/0-3-8, 4=18/Mechanical, 3=41/Mechanical Max Horz 5=104(LC 9) Max Uplift 5=-14(LC 7), 4=-54(LC 9), 3=-62(LC 9) Max Grav 5=153(LC 1), 4=49(LC 7), 3=42(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4, 3. November 7,2019 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 121_Woods_at_Shelborne Truss J08 Truss Type JACK-OPEN Qty 11 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195904 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-cBV9bJ3aRalx0PxfP7jN602D5Wd3cnNZ2ZWSknyLsMF Scale = 1:11.7 1 2 5 3 4 2x4 2x4 1-0-01-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 1-1-01-9-00-5-31-3-131-9-08.00 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 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 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 1-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=132/0-3-8, 3=-5/Mechanical, 4=5/Mechanical Max Horz 5=52(LC 9) Max Uplift 3=-12(LC 6), 4=-15(LC 9) Max Grav 5=132(LC 1), 3=8(LC 7), 4=16(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. November 7,2019 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 121_Woods_at_Shelborne Truss J09 Truss Type JACK-OPEN Qty 20 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195905 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-cBV9bJ3aRalx0PxfP7jN6028OWbecnNZ2ZWSknyLsMF Scale = 1:27.4 1 2 5 6 3 4 3x6 3x4 4-4-04-4-0 -0-11-0 0-11-0 4-4-0 4-4-0 1-3-04-10-54-4-84-10-510.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 0.39 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=235/0-3-8, 3=113/Mechanical, 4=46/Mechanical Max Horz 5=128(LC 9) Max Uplift 3=-60(LC 9) Max Grav 5=235(LC 1), 3=113(LC 1), 4=81(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. November 7,2019 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 121_Woods_at_Shelborne Truss J10 Truss Type Jack-Open Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195906 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-4N3Xpf4CCutodZWszqEceDbNQvygLEdiHDG?GDyLsME Scale = 1:16.3 1 2 5 6 3 4 2x4 2x4 2-8-52-8-5 -1-5-10 1-5-10 2-8-5 2-8-5 1-3-02-7-132-3-22-7-136.25 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 0.18 0.07 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 2-8-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-4-11, 3=50/Mechanical, 4=22/Mechanical Max Horz 5=77(LC 9) Max Uplift 5=-16(LC 9), 3=-20(LC 9) Max Grav 5=225(LC 1), 3=50(LC 1), 4=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-5-10 to 1-6-6, Interior(1) 1-6-6 to 2-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. November 7,2019 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 121_Woods_at_Shelborne Truss J11 Truss Type JACK-OPEN Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195907 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Yadv0?5rzB?fFj52XYmrBR8YoJI24htsWt?ZofyLsMD Scale = 1:16.4 1 2 5 3 4 2x4 2x4 2-4-82-4-8 -0-11-0 0-11-0 2-4-8 2-4-8 1-1-02-8-02-2-132-8-08.00 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 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=53/Mechanical, 4=22/Mechanical Max Horz 5=73(LC 9) Max Uplift 3=-26(LC 9) Max Grav 5=164(LC 1), 3=53(LC 1), 4=42(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. November 7,2019 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 121_Woods_at_Shelborne Truss J12 Truss Type Jack-Open Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195908 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Yadv0?5rzB?fFj52XYmrBR8XmJIT4htsWt?ZofyLsMD Scale = 1:18.3 1 2 5 6 7 3 4 2x4 2x4 3-5-103-5-10 -1-5-10 1-5-10 3-5-10 3-5-10 1-3-03-0-116.25 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 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=249/0-4-11, 3=78/Mechanical, 4=32/Mechanical Max Horz 5=86(LC 9) Max Uplift 5=-13(LC 9), 3=-28(LC 9) Max Grav 5=249(LC 1), 3=78(LC 1), 4=63(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-5-10 to 1-6-6, Interior(1) 1-6-6 to 3-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. November 7,2019 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 121_Woods_at_Shelborne Truss J13 Truss Type JACK-OPEN Qty 14 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195909 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-1mBHEL6TkV7WtsfE5FH4kegjqjevp87?kXl6K6yLsMC Scale = 1:18.4 1 2 5 3 4 2x4 3x4 2-2-02-2-0 -0-11-0 0-11-0 2-2-0 2-2-0 1-3-03-0-112-6-143-0-1110.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 0.18 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=157/0-3-8, 3=45/Mechanical, 4=19/Mechanical Max Horz 5=86(LC 9) Max Uplift 3=-33(LC 9), 4=-8(LC 9) Max Grav 5=157(LC 1), 3=45(LC 1), 4=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. November 7,2019 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 121_Woods_at_Shelborne Truss J14 Truss Type JACK-OPEN Qty 3 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195910 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-1mBHEL6TkV7WtsfE5FH4kegj1jdap87?kXl6K6yLsMC Scale: 1/2"=1' 1 2 3 8 7 6 4 5 2x4 3x4 2x4 2x4 2x4 2-3-82-3-8 3-6-01-2-8 -0-11-0 0-11-0 2-3-8 2-3-8 3-6-0 1-2-8 1-3-04-2-03-6-03-8-30-8-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 0.17 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.02 (loc) 6 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=204/0-3-8, 4=75/Mechanical, 5=49/Mechanical Max Horz 8=112(LC 9) Max Uplift 4=-27(LC 9), 5=-21(LC 9) Max Grav 8=204(LC 1), 4=75(LC 1), 5=51(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 3-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4, 5. November 7,2019 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 121_Woods_at_Shelborne Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195911 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-VykgRh65VpFMU0EReyoJGsDrQ7_WYbN9zBUftYyLsMB Scale = 1:13.7 1 2 5 3 4 2x4 3x6 1-11-91-11-9 -1-8-3 1-8-3 1-11-9 1-11-9 1-3-02-1-110-4-81-9-32-1-115.45 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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 0.32 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=233/0-5-4, 3=11/Mechanical, 4=11/Mechanical Max Horz 5=66(LC 9) Max Uplift 5=-31(LC 9), 3=-12(LC 6), 4=-2(LC 9) Max Grav 5=233(LC 1), 3=11(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. November 7,2019 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 121_Woods_at_Shelborne Truss J16 Truss Type JACK-OPEN Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195912 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-z9I2f17jG6ND6ApdCgJYp3m4iXK5H2dICrEDP_yLsMA Scale = 1:13.8 1 2 5 3 4 2x4 2x4 2-2-122-2-12 -0-11-0 0-11-0 2-2-12 2-2-12 0-11-82-2-01-9-32-2-06.50 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 0.04 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 2-2-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=159/0-3-8, 3=48/Mechanical, 4=20/Mechanical Max Horz 5=58(LC 9) Max Uplift 5=-6(LC 9), 3=-19(LC 9) Max Grav 5=159(LC 1), 3=48(LC 1), 4=39(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. November 7,2019 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 121_Woods_at_Shelborne Truss J17 Truss Type JACK-OPEN Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195913 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-z9I2f17jG6ND6ApdCgJYp3m0AXJlH2dICrEDP_yLsMA Scale = 1:13.7 1 2 5 3 4 2x4 3x6 1-11-91-11-9 -1-8-3 1-8-3 1-11-9 1-11-9 1-3-02-1-115.45 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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 0.32 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=233/0-5-4, 3=11/Mechanical, 4=11/Mechanical Max Horz 5=66(LC 9) Max Uplift 5=-31(LC 9), 3=-12(LC 6), 4=-2(LC 9) Max Grav 5=233(LC 1), 3=11(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. November 7,2019 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 121_Woods_at_Shelborne Truss J18 Truss Type Jack-Open Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195914 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-RLsQsN8L1QV4kKOpmNqnLHIChwgJ0VsRQVzmxRyLsM9 Scale = 1:12.4 1 2 5 3 42x4 3x4 2-0-01-11-8 -1-8-0 1-8-0 2-0-0 2-0-0 1-1-01-10-104.80 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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 0.27 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=232/0-4-13, 3=14/Mechanical, 4=11/Mechanical Max Horz 5=57(LC 9) Max Uplift 5=-38(LC 9), 3=-10(LC 6) Max Grav 5=232(LC 1), 3=14(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. November 7,2019 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 121_Woods_at_Shelborne Truss J19 Truss Type Jack-Open Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195915 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-RLsQsN8L1QV4kKOpmNqnLHIFLwgJ0VsRQVzmxRyLsM9 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 0.10 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=53(LC 9) Max Uplift 5=-13(LC 9), 3=-14(LC 9) 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- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. November 7,2019 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 121_Woods_at_Shelborne Truss J20 Truss Type Jack-Open Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195916 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-vXQo3j9zokexLUz?K5L0uUrGaKyMly6bf9jKTtyLsM8 Scale = 1:26.0 1 2 5 6 3 4 3x8 3x6 2-5-82-5-8 -1-7-3 1-7-3 2-5-8 2-5-8 3-3-04-6-60-4-124-1-104-6-66.25 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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 0.71 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.18 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=232/0-4-11, 3=33/Mechanical, 4=21/Mechanical Max Horz 5=113(LC 9) Max Uplift 3=-51(LC 9), 4=-47(LC 9) Max Grav 5=232(LC 1), 3=34(LC 7), 4=45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-7-3 to 1-4-13, Interior(1) 1-4-13 to 2-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. November 7,2019 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 121_Woods_at_Shelborne Truss M01 Truss Type Monopitch Qty 7 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195917 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-vXQo3j9zokexLUz?K5L0uUrNoKzulyabf9jKTtyLsM8 Scale = 1:19.8 1 2 3 5 4 6 2x4 3x4 2x4 2x4 4-11-84-11-8 -0-11-0 0-11-0 4-11-8 4-11-8 0-11-03-4-120-3-86.00 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.21 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.07 0.00 (loc) 4-5 4-5 l/defl >999 >828 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 4-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=259/0-3-8, 4=181/0-1-8 Max Horz 5=85(LC 9) Max Uplift 5=-1(LC 9), 4=-19(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. November 7,2019 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 121_Woods_at_Shelborne Truss M02 Truss Type MONOPITCH Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195918 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Nk_AH29bZ1mozeYCtosFRiObAkMCUPMkupSt0JyLsM7 Scale = 1:9.9 1 2 3 5 4 2x4 3x8 2x4 -0-11-0 0-11-0 1-11-8 1-11-8 0-9-01-4-131-1-50-3-81-4-134.00 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 0.08 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 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)5=151/0-3-8, 4=46/0-1-8 Max Horz 5=33(LC 6) Max Uplift 5=-27(LC 9), 4=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. November 7,2019 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 121_Woods_at_Shelborne Truss M03 Truss Type JACK Qty 13 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195919 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Nk_AH29bZ1mozeYCtosFRiOaPkMjUP7kupSt0JyLsM7 Scale = 1:15.0 1 2 3 5 4 2x4 2x4 2x4 2x4 1-11-81-11-8 -0-11-0 0-11-0 1-11-8 1-11-8 1-1-02-4-110-3-88.00 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 0.13 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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)5=151/0-3-8, 4=46/0-1-8 Max Horz 5=66(LC 9) Max Uplift 4=-25(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. November 7,2019 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 121_Woods_at_Shelborne Truss M04 Truss Type MONOPITCH Qty 8 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195920 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-rwYYUOAEKLufbn7ORWOUzvwls8hWDscu7TCQYlyLsM6 Scale = 1:13.2 1 2 3 5 4 6 7 2x4 3x8 2x4 3-11-83-11-8 -0-11-0 0-11-0 3-11-8 3-11-8 0-9-02-0-131-9-50-3-82-0-134.00 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 0.15 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 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 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)5=220/0-3-8, 4=137/0-1-8 Max Horz 5=51(LC 6) Max Uplift 5=-23(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. November 7,2019 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 121_Woods_at_Shelborne Truss M05 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195921 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-rwYYUOAEKLufbn7ORWOUzvwmM8iLDscu7TCQYlyLsM6 Scale = 1:9.9 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x8 2x4 2x4 -0-11-0 0-11-0 1-11-8 1-11-8 0-9-01-4-134.00 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 0.12 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 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 1-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/1-11-8, 4=49/1-11-8 Max Horz 5=33(LC 8) Max Uplift 5=-27(LC 9), 4=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. November 7,2019 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 121_Woods_at_Shelborne Truss M05A Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195922 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-J66xikBs5f0WCxia?DvjW7Tx5Y2ayJs1L7x_4CyLsM5 Scale = 1:9.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x8 2x4 2x4 -0-11-0 0-11-0 1-11-8 1-11-8 0-9-01-4-134.00 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 0.12 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 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 1-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/1-11-8, 4=49/1-11-8 Max Horz 5=33(LC 8) Max Uplift 5=-27(LC 9), 4=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. November 7,2019 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 121_Woods_at_Shelborne Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195923 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-oIgJv4CUsy8Nq5HnZxQy2K018xKThmIAanhXdeyLsM4 Scale = 1:19.8 1 2 3 5 467 3x4 3x6 3x8 4-10-124-10-12 -0-11-0 0-11-0 4-11-8 4-11-8 0-11-03-4-122-11-40-5-83-4-126.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0], [5:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.24 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 4-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=328/0-3-8, 4=301/0-1-8 Max Horz 5=83(LC 6) Max Uplift 5=-44(LC 7), 4=-51(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 31 lb up at 2-0-12, and 99 lb down and 37 lb up at 4-0-12 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-93(B) 7=-99(B) November 7,2019 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 121_Woods_at_Shelborne Truss MG02 Truss Type HALF HIP GIRDER Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195924 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-oIgJv4CUsy8Nq5HnZxQy2K03RxK9hmhAanhXdeyLsM4 Scale = 1:17.8 1 2 3 4 7 6 58 4x6 3x4 3x8 2x4 3x6 0-1-42-5-12 2-5-12 4-2-0 1-8-4 4-11-8 0-9-8 -0-11-0 0-11-0 4-2-0 4-2-0 4-11-8 0-9-8 0-11-02-10-123-0-02-5-40-5-82-10-126.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0], [7:0-5-0,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.19 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 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 4-11-8 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)7=310/0-3-8, 5=268/0-1-8 Max Horz 7=76(LC 6) Max Uplift 7=-44(LC 7), 5=-52(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 29 lb up at 2-0-12, and 73 lb down and 38 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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=-73 8=-69 November 7,2019 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 121_Woods_at_Shelborne Truss PB01 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195925 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-GVDh7QC6dGGESFrz6exBbYYGXLiyQDxKpRQ494yLsM3 Scale = 1:22.2 2 3 4 5 6 7 8 13 12 11 10 1 14 9 3x6 3x4 3x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1513-2-0 13-2-0 13-2-0 13-2-0 1-8-51-10-40-1-40-1-81-6-138.00 12 Plate Offsets (X,Y)-- [3:0-3-1,Edge], [7:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.12 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=25(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 13, 12, 11, 10 except 8=296(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-5 to 6-9-6, Interior(1) 6-9-6 to 10-4-10, Exterior(2) 10-4-10 to 12-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 12, 11. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss PB02 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195926 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-khn3KmDkNaO53PQ9gLSQ8l5N9l2q9fyT15AehXyLsM2 Scale = 1:23.3 2 3 4 5 6 9 8 1 10 11 7 3x6 3x4 3x4 2x4 6x6 2x4 2x4 0-1-1513-2-0 13-2-0 13-2-0 13-2-0 3-4-53-6-40-1-40-1-83-2-138.00 12 Plate Offsets (X,Y)-- [2:0-3-15,0-0-0], [3:0-3-2,Edge], [4:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.12 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=52(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 6, 8 except 1=-255(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8 except 2=548(LC 1), 6=305(LC 14), 9=256(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 5-3-6, Exterior(2) 5-3-6 to 12-5-1, Interior(1) 12-5-1 to 12-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 6, 8 except (jt=lb) 1=255. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss PB03 Truss Type GABLE Qty 3 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195927 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-CtLRX6EM8tWyhZ?ME3zfgzeb49OQu5odGlvBDzyLsM1 Scale = 1:27.8 2 3 4 5 6 10 9 8 1 11 12 13 14 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-2-013-2-0 6-7-0 6-7-0 13-2-0 6-7-0 4-4-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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.All bearings 13-2-0. (lb) - Max Horz 1=-67(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=255(LC 1), 10=301(LC 13), 8=301(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 6-7-0, Exterior(2) 6-7-0 to 9-7-0, Interior(1) 9-7-0 to 12-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 7,2019 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 121_Woods_at_Shelborne Truss PB04 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195928 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-g4vqlSF_vBepJiaYomUuDAAlQZkcdZGmVPflmPyLsM0 Scale = 1:22.2 2 3 4 5 6 9 8 1 10 11 12 7 3x6 3x4 3x4 2x4 6x6 2x4 2x4 0-1-1513-2-0 13-2-0 13-2-0 13-2-0 2-8-62-10-50-1-40-1-82-6-148.00 12 Plate Offsets (X,Y)-- [3:0-3-1,Edge], [5:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=41(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 8 except 1=-133(LC 1), 7=-153(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=330(LC 1), 6=360(LC 1), 9=314(LC 13), 8=343(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-8=-254/88 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 4-3-8, Exterior(2) 4-3-8 to 8-3-8, Interior(1) 8-3-8 to 8-10-8, Exterior(2) 8-10-8 to 12-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 8 except (jt=lb) 1=133, 7=153. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss PB06 Truss Type GABLE Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195929 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-g4vqlSF_vBepJiaYomUuDAAmNZkkdZnmVPflmPyLsM0 Scale = 1:20.1 2 3 4 6 1 5 4x6 2x4 2x4 2x4 7-0-37-0-3 3-6-2 3-6-2 7-0-3 3-6-1 -0-0-42-10-132-11-10-1-00-1-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.09 0.02 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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.All bearings 7-0-3. (lb) - Max Horz 1=-46(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 4 except 1=-138(LC 1), 5=-138(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=315(LC 1), 4=315(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4 except (jt=lb) 1=138, 5=138. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 7,2019 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 121_Woods_at_Shelborne Truss PB07 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195930 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-8GTCyoGdgVmgws9kLU07lOjzwy50M04wk3OIIsyLsM? Scale = 1:20.1 Sheet Front Full Sheathing1 Ply 7/16OSB8 2 3 4 5 6 10 9 8 1 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-0-37-0-3 3-6-2 3-6-2 7-0-3 3-6-1 -0-0-42-10-132-11-10-1-00-1-810.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0] 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-P 0.03 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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.All bearings 7-0-3. (lb) - Max Horz 1=-46(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. November 7,2019 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 121_Woods_at_Shelborne Truss T01 Truss Type COMMON Qty 3 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195931 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-cS1aA7GFRouWY0kwvBXMIbF0zMNk5SM3yj8rqIyLsM_ Scale = 1:26.6 1 2 3 4 5 8 7 6 9 10 11 12 4x6 6x10 6x10 2x4 6-3-86-3-8 12-7-06-3-8 -0-11-0 0-11-0 6-3-8 6-3-8 12-7-0 6-3-8 13-6-0 0-11-0 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 0.52 0.25 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 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=555/0-3-8, 6=555/0-3-8 Max Horz 8=65(LC 8) Max Uplift 8=-18(LC 9), 6=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-572/74, 3-4=-572/74, 2-8=-489/130, 4-6=-489/130 BOT CHORD 7-8=0/427, 6-7=0/427 WEBS 3-7=0/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-3-8, Exterior(2) 6-3-8 to 9-3-8, Interior(1) 9-3-8 to 13-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. November 7,2019 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 121_Woods_at_Shelborne Truss T02 Truss Type Half Hip Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195932 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-cS1aA7GFRouWY0kwvBXMIbF7YMQB5TB3yj8rqIyLsM_ Scale = 1:17.6 1 2 3 4 7 6 5 8 5x6 2x4 3x4 2x4 3x4 3x6 1-8-131-8-13 3-5-101-8-13 -1-0-0 1-0-0 2-9-0 2-9-0 3-5-10 0-8-10 1-1-02-11-08.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-8] 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-P 0.10 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 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=117/Mechanical, 7=210/0-3-8 Max Horz 7=81(LC 6) Max Uplift 5=-26(LC 6), 7=-21(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-9-0, Exterior(2) 2-9-0 to 3-4-6 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T03 Truss Type SCISSORS Qty 3 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195933 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-4fbyNTHtC60NAAJ7Tv2brpo8kmdoquLCBMtPLkyLsLz Scale = 1:26.1 1 2 3 4 5 8 7 6 9 10 11 12 4x6 8x8 5x6 8x8 7-1-47-1-4 14-2-87-1-4 -0-11-0 0-11-0 7-1-4 7-1-4 14-2-8 7-1-4 15-1-8 0-11-0 0-9-03-1-70-9-01-1-54.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-2-12], [4:0-0-15,0-2-12], [6:0-0-7,0-2-12], [8:0-0-7,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.71 0.58 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.14 (loc) 7 7 6 l/defl >999 >499 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E 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 5-8-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=619/0-5-8, 6=619/0-5-8 Max Horz 8=37(LC 8) Max Uplift 8=-19(LC 9), 6=-19(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1227/72, 3-4=-1227/81, 2-8=-706/131, 4-6=-706/135 BOT CHORD 7-8=-25/1101, 6-7=-25/1101 WEBS 3-7=0/506 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-1-4, Exterior(2) 7-1-4 to 10-1-4, Interior(1) 10-1-4 to 15-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. November 7,2019 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 121_Woods_at_Shelborne Truss T04 Truss Type SCISSORS Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195934 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-4fbyNTHtC60NAAJ7Tv2brpo9amZkqubCBMtPLkyLsLz Scale = 1:24.5 1 2 3 4 7 6 5 8 9 10 11 4x6 4x6 8x8 5x6 3x6 7-1-47-1-4 13-9-06-7-12 -0-11-0 0-11-0 7-1-4 7-1-4 13-9-0 6-7-12 0-9-03-1-70-10-90-0-41-1-14.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-2-12], [5:0-0-4,0-1-8], [7:0-0-7,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.66 0.84 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.18 (loc) 6 6-7 5 l/defl >898 >346 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP 2400F 2.0E *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=603/0-5-8, 5=529/Mechanical Max Horz 7=40(LC 8) Max Uplift 7=-20(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1133/102, 3-4=-1125/109, 2-7=-672/134, 4-5=-579/100 BOT CHORD 6-7=-75/1011, 5-6=-74/1007 WEBS 3-6=0/453 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-1-4, Exterior(2) 7-1-4 to 10-1-4, Interior(1) 10-1-4 to 13-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. November 7,2019 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 121_Woods_at_Shelborne Truss T05 Truss Type ROOF SPECIAL Qty 3 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195935 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Zr8KbpIVzQ8EnKuJ1cZqN0LQHA0dZGLMQ0dyuAyLsLy Scale = 1:35.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 4x6 2x4 2x4 4x8 4x8 2x4 2x4 3x8 3x6 3x6 3x12 3x12 2-3-82-3-8 8-3-86-0-0 14-3-86-0-0 16-7-02-3-8 -0-11-0 0-11-0 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 16-7-0 2-3-8 17-6-0 0-11-0 0-11-85-5-60-11-80-8-06.50 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-S 0.28 0.41 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.13 0.07 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-13,5-9: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=715/0-3-8, 8=715/0-3-8 Max Horz 14=-92(LC 7) Max Uplift 14=-16(LC 9), 8=-16(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1181/55, 3-4=-808/48, 4-5=-808/51, 5-6=-1181/49, 2-14=-680/60, 6-8=-680/63 BOT CHORD 11-12=-36/1106, 10-11=-17/1106 WEBS 4-11=0/406, 5-11=-515/89, 3-11=-515/96, 2-12=-22/988, 6-10=-15/988 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 8-3-8, Exterior(2) 8-3-8 to 11-3-8, Interior(1) 11-3-8 to 17-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. November 7,2019 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 121_Woods_at_Shelborne Truss T05A Truss Type ROOF SPECIAL Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195936 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-11ijo9J7kjG5PUTVaJ43wEtb1aMqIiGVegMWQdyLsLx Scale = 1:35.4 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 4x6 3x6 2x4 2x4 4x8 4x8 2x4 2x4 3x8 3x6 3x12 3x12 2-3-82-3-8 8-3-86-0-0 14-3-86-0-0 16-7-02-3-8 -0-11-0 0-11-0 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 16-7-0 2-3-8 0-11-85-5-60-11-80-8-06.50 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-S 0.28 0.41 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.13 0.07 (loc) 10-11 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-12,5-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=717/0-3-8, 7=650/0-3-8 Max Horz 13=91(LC 8) Max Uplift 13=-17(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1185/66, 3-4=-813/53, 4-5=-813/59, 5-6=-1203/72, 2-13=-682/61, 6-7=-617/34 BOT CHORD 10-11=-73/1109, 9-10=-69/1131 WEBS 4-10=0/408, 5-10=-537/99, 3-10=-515/104, 2-11=-43/991, 6-9=-53/1002 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 8-3-8, Exterior(2) 8-3-8 to 11-3-8, Interior(1) 11-3-8 to 16-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. November 7,2019 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 121_Woods_at_Shelborne Truss T06 Truss Type ROOF SPECIAL Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195937 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-VEG50VJlV1Oy1d1i81bISRQctzfM15oftK63y3yLsLw Scale = 1:84.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 5x6 5x6 3x8 3x4 3x6 4x6 3x6 3x6 6x8 3x6 8x10 4x10 2x4 3x6 4x8 4x8 3x4 5x6 5x6 5x12 0-1-154-11-14 4-11-14 11-5-12 6-5-14 16-7-0 5-1-4 23-11-2 7-4-2 31-3-4 7-4-2 40-5-8 9-2-4 45-11-0 5-5-8 -0-11-0 0-11-0 8-3-8 8-3-8 11-5-12 3-2-4 16-7-0 5-1-4 23-11-2 7-4-2 31-3-4 7-4-2 35-10-6 4-7-2 40-5-8 4-7-2 45-11-0 5-5-8 46-10-0 0-11-0 0-11-85-5-63-6-126-5-61-1-01-0-04-6-126.50 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [4:0-3-0,0-1-13], [10:0-3-2,Edge], [11:0-3-0,0-1-12], [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-S 0.91 0.59 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 0.08 (loc) 14-15 14-15 15 l/defl >924 >372 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-17: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15: 2x4 SPF No.2, 8-15,11-13: 2x4 SPF-S Stud, 2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 6-15, 9-15 REACTIONS.(lb/size)22=1069/0-3-8, 13=127/0-3-8, 15=2579/0-3-8 Max Horz 22=107(LC 8) Max Uplift 22=-16(LC 9), 13=-30(LC 9) Max Grav 22=1069(LC 1), 13=155(LC 14), 15=2579(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1368/64, 3-4=-2125/137, 4-5=-1865/92, 5-6=-1853/118, 6-8=0/1691, 8-9=0/1691, 2-22=-1030/95 BOT CHORD 21-22=-128/508, 19-21=0/1072, 18-19=-6/1865, 5-18=-424/84, 15-16=0/376, 14-15=-785/58 WEBS 3-19=-55/1464, 4-19=-1182/111, 16-18=0/320, 6-18=-47/1610, 6-16=0/288, 6-15=-2388/74, 8-15=-380/91, 9-15=-1236/72, 9-14=0/885, 10-14=-376/72, 2-21=0/706, 11-14=-259/126 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-3-8, Exterior(2) 8-3-8 to 11-5-12, Interior(1) 11-5-12 to 40-5-8, Exterior(2) 40-5-8 to 43-5-8, Interior(1) 43-5-8 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 13. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T07 Truss Type HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195938 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-zQqTDrKNGLXpencuik7X?fzqIN0UmYNo6_rcUVyLsLv Scale = 1:85.0 Sheet FrontLeft Option 0-1-101 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 26 27 28 2930 31 32 5x6 5x12 3x6 5x12 3x6 3x4 3x6 3x6 4x6 3x6 4x6 4x8 2x4 8x10 3x6 4x8 3x4 4x8 4x8 3x4 3x6 3x4 5x8 0-1-10 0-1-10 3-5-15 3-4-5 6-9-6 3-3-7 10-0-14 3-3-7 16-7-0 6-6-2 23-11-2 7-4-2 31-3-4 7-4-2 39-3-12 8-0-8 45-11-0 6-7-4 -0-11-0 0-11-0 2-10-13 2-10-13 5-7-3 2-8-5 8-3-8 2-8-5 8-3-10 0-0-2 10-0-14 1-9-4 16-7-0 6-6-2 23-11-2 7-4-2 31-3-4 7-4-2 39-3-12 8-0-8 45-11-0 6-7-4 46-10-0 0-11-0 0-11-85-5-64-5-136-5-61-1-01-0-05-5-136.50 12 8.00 12 Plate Offsets (X,Y)-- [8:0-2-8,0-1-8], [10:0-3-4,0-1-8], [11:0-8-0,0-1-8], [12:0-3-8,Edge], [18:0-3-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.53 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.39 0.06 (loc) 7 20-21 16 l/defl >999 >953 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-19: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-25,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-13 max.): 6-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 5-9-0 oc bracing: 16-18 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 10-16 REACTIONS.(lb/size)16=2422/0-3-8 (req. 0-3-13), 25=1144/0-3-8, 14=296/0-3-8 Max Horz 25=107(LC 8) Max Uplift 25=-17(LC 9), 14=-35(LC 9) Max Grav 16=2422(LC 1), 25=1144(LC 1), 14=323(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1413/99, 4-5=-1447/130, 5-6=-1083/112, 6-7=-1711/138, 7-8=-1701/140, 8-10=-642/120, 2-25=-259/75, 12-14=-268/91 BOT CHORD 24-25=-1/1179, 22-24=0/1269, 21-22=0/1641, 20-21=0/1644, 7-20=-449/110, 16-18=-892/69, 15-16=-892/69 WEBS 5-22=-87/1091, 6-22=-1148/70, 18-20=0/581, 8-20=-39/1223, 8-18=-1027/120, 10-18=-51/1880, 10-16=-2177/166, 10-15=-15/1065, 11-15=-396/89, 3-25=-1328/27 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-3-8, Exterior(2) 8-3-8 to 10-0-14, Interior(1) 10-0-14 to 39-3-12, Exterior(2) 39-3-12 to 43-6-11, Interior(1) 43-6-11 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 16 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T08 Truss Type HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195939 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-RcOrQBL01efgGxB4GSemXsV_ZnHpVz_yLebA1yyLsLu Scale = 1:84.0 12 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 5x6 3x6 3x6 3x8 3x6 3x6 4x6 4x6 2x4 3x12 5x8 3x6 3x6 3x4 3x8 4x6 3x4 3x6 3x8 9-1-149-1-14 20-2-911-0-11 31-3-411-0-11 36-9-25-5-14 45-11-09-1-14 -0-11-0 0-11-0 3-11-7 3-11-7 9-1-14 5-2-7 16-6-5 7-4-7 23-10-13 7-4-7 31-3-4 7-4-7 36-9-2 5-5-14 41-11-9 5-2-7 45-11-0 3-11-7 46-10-0 0-11-0 1-1-07-0-57-2-41-1-07-0-58.00 12 Plate Offsets (X,Y)-- [4:0-3-2,Edge], [9:0-4-0,0-1-9], [14:0-2-8,0-1-8] 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-S 0.77 0.84 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.69 0.06 (loc) 18-20 16-18 16 l/defl >999 >544 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16: 2x4 SPF No.2, 2-21,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-3 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 6-16, 9-16 REACTIONS.(lb/size)16=2726/0-3-8 (req. 0-4-4), 21=1256/0-3-8, 13=270/0-3-8 Max Horz 21=-128(LC 7) Max Uplift 21=-10(LC 9), 13=-19(LC 9) Max Grav 16=2726(LC 1), 21=1265(LC 13), 13=297(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1479/101, 4-5=-1162/113, 5-6=-1119/89, 6-8=0/794, 8-9=0/796, 9-10=-33/327, 2-21=-261/67 BOT CHORD 20-21=-34/1171, 18-20=0/1309, 16-18=0/655, 14-16=-254/115 WEBS 4-20=0/412, 5-20=-287/44, 5-18=-406/109, 6-18=0/977, 6-16=-1922/90, 8-16=-415/109, 9-16=-969/41, 9-14=0/349, 10-14=-290/115, 3-21=-1401/83, 10-13=-6/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-1-14, Exterior(2) 9-1-14 to 13-4-13, Interior(1) 13-4-13 to 36-9-2, Exterior(2) 36-9-2 to 41-0-1, Interior(1) 41-0-1 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 16 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 13. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T09 Truss Type HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195940 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-vpyDeXMeoynXu5mHp99?4426xBbVETv5ZIKjZOyLsLt Scale = 1:85.0 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 3x6 3x6 3x8 3x6 4x6 5x6 5x6 3x6 5x8 3x6 3x6 12x12 5x8 3x6 3x12 3x6 0-1-1511-7-14 11-7-14 21-5-9 9-9-11 31-3-4 9-9-11 34-3-2 2-11-14 45-11-0 11-7-14 -0-11-0 0-11-0 5-11-11 5-11-11 11-7-14 5-8-3 19-2-5 7-6-7 26-8-11 7-6-7 34-3-2 7-6-7 39-11-5 5-8-3 45-11-0 5-11-11 46-10-0 0-11-0 1-1-08-8-58-10-41-1-08-8-58.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [2:0-1-12,0-1-3], [4:0-3-2,Edge], [8:0-4-0,0-1-9], [13:0-2-8,0-1-8] 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-S 0.99 0.94 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -1.03 0.05 (loc) 19-20 19-20 15 l/defl >917 >363 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-19,7-15: 2x4 SPF No.2, 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-15 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-19, 5-17, 7-15, 8-15, 3-20 REACTIONS.(lb/size)15=2620/0-3-8 (req. 0-4-2), 20=1274/0-3-8, 12=304/0-3-8 Max Horz 20=-155(LC 7) Max Uplift 20=-12(LC 9), 12=-24(LC 9) Max Grav 15=2620(LC 1), 20=1285(LC 13), 12=346(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-443/54, 3-4=-1393/122, 4-5=-1081/132, 5-7=-882/123, 7-8=0/580, 8-9=-36/406, 9-10=-367/48, 2-20=-430/94, 10-12=-375/91 BOT CHORD 19-20=-22/1215, 17-19=0/1027, 15-17=0/257, 13-15=-306/135 WEBS 4-19=0/367, 5-17=-569/104, 7-17=0/1190, 7-15=-1687/121, 8-15=-931/40, 8-13=0/450, 9-13=-353/134, 3-20=-1196/67, 9-12=0/442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-7-14, Exterior(2) 11-7-14 to 15-10-13, Interior(1) 15-10-13 to 34-3-2, Exterior(2) 34-3-2 to 38-6-1, Interior(1) 38-6-1 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T10 Truss Type HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195941 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-N?WcrsNGZGvOVFLTNtgEdHbJCbyCzuaEoy4H5qyLsLs Scale = 1:84.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 3x6 5x8 3x12 3x6 3x4 3x6 3x6 3x6 3x6 2x4 5x8 6x18 MT18HS 4x6 3x6 3x6 3x4 6x6 5x8 3x6 0-1-158-1-5 8-1-5 14-1-14 6-0-9 22-11-8 8-9-10 31-5-0 8-5-8 31-9-2 0-4-2 37-9-10 6-0-9 45-7-8 7-9-14 -1-0-0 1-0-0 8-1-5 8-1-5 14-1-14 6-0-9 22-11-8 8-9-10 31-9-2 8-9-10 37-9-10 6-0-9 45-7-8 7-9-14 1-1-010-4-510-6-41-3-510-4-58.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [8:1-0-12,0-3-0], [11:Edge,0-1-12], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8], [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-S 0.89 0.85 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.50 0.04 (loc) 16-18 16-18 12 l/defl >999 >752 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 207 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,8-16,2-20,8-14: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-5 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-16, 6-16, 8-16, 10-14, 8-14 REACTIONS.(lb/size)20=1377/0-3-8, 14=2594/0-3-8 (req. 0-4-1), 12=339/Mechanical Max Horz 20=182(LC 8) Max Uplift 20=-12(LC 9) Max Grav 20=1392(LC 13), 14=2594(LC 1), 12=377(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1751/87, 3-5=-1364/153, 5-6=-749/156, 6-8=-746/155, 8-10=0/468, 10-11=-299/106, 11-12=-307/44, 2-20=-1311/117 BOT CHORD 19-20=-111/428, 18-19=-3/1343, 16-18=0/1041, 14-16=-412/140 WEBS 3-18=-427/94, 5-18=0/650, 5-16=-471/13, 6-16=-627/156, 8-16=-72/1714, 10-14=-584/94, 10-13=0/306, 2-19=0/920, 8-14=-1879/112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-1-14, Exterior(2) 14-1-14 to 18-4-13, Interior(1) 18-4-13 to 31-9-2, Exterior(2) 31-9-2 to 36-0-1, Interior(1) 36-0-1 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T11 Truss Type HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195942 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-rB4_3CNuKZ1F7PwfxaBT9V7WR_KtiLDO1cpqdGyLsLr Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 3x6 5x8 5x8 3x6 3x4 3x6 3x6 3x6 3x6 2x4 6x8 3x6 3x6 3x6 3x4 5x6 5x8 3x6 8-1-58-1-5 16-7-148-6-9 22-11-86-3-10 29-3-26-3-10 31-3-42-0-2 37-9-106-6-6 45-7-87-9-14 -0-11-0 0-11-0 8-1-5 8-1-5 16-7-14 8-6-9 22-11-8 6-3-10 29-3-2 6-3-10 37-9-10 8-6-8 45-7-8 7-9-14 1-1-012-0-512-2-41-3-512-0-58.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [7:0-4-0,0-1-9], [10:Edge,0-1-12], [12:0-2-8,0-1-8], [18:0-2-8,0-1-8] 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-S 0.73 0.75 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.37 0.04 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 225 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* 3-18,9-13,9-12,10-12,2-18: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. 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 3-16, 5-15, 6-15, 7-15, 9-13 2 Rows at 1/3 pts 7-13 REACTIONS.(lb/size)19=1394/0-3-8, 13=2521/0-3-8 (req. 0-3-15), 11=390/Mechanical Max Horz 19=208(LC 8) Max Uplift 19=-10(LC 9) Max Grav 19=1406(LC 13), 13=2521(LC 1), 11=433(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1814/84, 3-5=-1245/162, 5-6=-668/171, 6-7=-670/173, 7-9=0/464, 9-10=-394/51, 10-11=-360/51, 2-19=-1340/109 BOT CHORD 18-19=-140/342, 16-18=-6/1406, 15-16=0/901 WEBS 3-18=0/287, 3-16=-618/107, 5-16=0/639, 5-15=-517/20, 6-15=-433/101, 7-15=-32/1334, 9-13=-646/123, 9-12=0/293, 2-18=0/1070, 7-13=-1780/79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-7-14, Exterior(2) 16-7-14 to 20-10-13, Interior(1) 20-10-13 to 29-3-2, Exterior(2) 29-3-2 to 33-6-1, Interior(1) 33-6-1 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T12 Truss Type PIGGYBACK BASE Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195943 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-rB4_3CNuKZ1F7PwfxaBT9V7Ws_KLiLfO1cpqdGyLsLr Scale = 1:82.1 12 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 3x6 6x8 5x8 3x6 3x4 3x6 3x6 3x6 3x6 2x4 6x8 4x6 3x6 3x6 3x4 5x6 3x6 5x8 8-1-68-1-6 16-4-88-3-3 22-11-86-7-0 29-6-86-7-0 31-3-41-8-12 37-9-116-6-7 45-7-87-9-13 -0-11-0 0-11-0 8-1-6 8-1-6 16-4-8 8-3-3 22-11-8 6-7-0 29-6-8 6-7-0 37-9-11 8-3-3 45-7-8 7-9-13 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [7:0-5-4,0-2-4], [10:Edge,0-1-12], [12:0-2-8,0-1-8], [18:0-2-8,0-1-8] 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-S 0.71 0.72 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.33 0.04 (loc) 13-15 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 224 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* 3-18,9-13,9-12,10-12,2-18: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. 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 3-16, 5-15, 6-15, 7-15, 9-13 2 Rows at 1/3 pts 7-13 REACTIONS.(lb/size)19=1379/0-3-8, 13=2533/0-3-8 (req. 0-4-0), 11=391/Mechanical Max Horz 19=-191(LC 7) Max Uplift 19=-7(LC 9) Max Grav 19=1394(LC 13), 13=2533(LC 1), 11=437(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1794/78, 3-5=-1224/154, 5-6=-646/165, 6-7=-645/165, 7-9=0/467, 9-10=-400/45, 10-11=-366/50, 2-19=-1328/105 BOT CHORD 18-19=-118/347, 16-18=0/1389, 15-16=0/899 WEBS 3-18=0/288, 3-16=-619/106, 5-16=0/643, 5-15=-537/18, 6-15=-437/102, 7-15=-35/1355, 9-13=-644/119, 9-12=0/299, 7-13=-1791/84, 2-18=0/1048 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-4-8, Exterior(2) 16-4-8 to 20-7-7, Interior(1) 20-7-7 to 29-6-8, Exterior(2) 29-6-8 to 33-9-7, Interior(1) 33-9-7 to 45-5-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T13 Truss Type PIGGYBACK BASE Qty 4 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195944 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-KNdMGYOW4t96lYVrVIiiiigg7OgbRoqXGGZNAjyLsLq Scale = 1:81.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 3x6 5x8 5x8 3x6 3x4 3x6 3x6 3x6 3x6 2x4 6x8 4x6 3x6 3x6 3x4 5x6 6x6 3x6 8-1-68-1-6 16-4-88-3-3 22-11-86-7-0 29-6-86-7-0 31-3-41-8-12 37-9-116-6-7 45-7-87-9-13 8-1-6 8-1-6 16-4-8 8-3-3 22-11-8 6-7-0 29-6-8 6-7-0 37-9-11 8-3-3 45-7-8 7-9-13 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-1-12], [6:0-5-4,0-2-4], [9:Edge,0-1-12], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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-S 0.80 0.72 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.34 0.04 (loc) 12-14 15-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 223 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* 2-17,8-12,8-11,9-11,1-17: 2x3 SPF No.2, 9-10,1-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 2-15, 4-14, 5-14, 6-14, 8-12 2 Rows at 1/3 pts 6-12 REACTIONS.(lb/size)18=1311/Mechanical, 12=2543/0-3-8 (req. 0-4-0), 10=384/Mechanical Max Horz 18=-171(LC 7) Max Grav 18=1326(LC 13), 12=2543(LC 1), 10=434(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1790/78, 2-4=-1222/155, 4-5=-641/162, 5-6=-640/162, 6-8=0/477, 8-9=-396/42, 9-10=-363/48, 1-18=-1260/73 BOT CHORD 17-18=-120/274, 15-17=0/1394, 14-15=0/895 WEBS 2-17=0/284, 2-15=-630/107, 4-15=0/649, 4-14=-540/19, 5-14=-437/103, 6-14=-35/1359, 8-12=-645/119, 8-11=0/299, 6-12=-1801/87, 1-17=0/1153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-4-8, Exterior(2) 16-4-8 to 20-7-7, Interior(1) 20-7-7 to 29-6-8, Exterior(2) 29-6-8 to 33-9-7, Interior(1) 33-9-7 to 45-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 7) Refer to girder(s) for truss to truss connections. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T14 Truss Type HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195945 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-oaBkUuP8rBHzNi422?DxEwDs1o4EAHAhUwIxi9yLsLp Scale = 1:84.4 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 14 13 12 11 23 24 25 26 27 28 29 30 31 32 15 5x8 3x6 4x10 3x4 3x6 3x6 4x6 3x4 3x4 3x4 3x6 3x8 2x4 3x6 6x8 3x8 3x8 6x10 5x8 4x8 0-1-158-2-0 8-2-0 15-7-13 7-5-13 23-1-11 7-5-13 30-7-8 7-5-13 31-5-0 0-9-8 31-11-0 0-6-0 37-9-0 5-10-0 45-7-8 7-10-8 -0-11-0 0-11-0 8-2-0 8-2-0 15-7-13 7-5-13 23-1-11 7-5-13 30-7-8 7-5-13 31-11-0 1-3-8 37-9-0 5-10-0 45-7-8 7-10-8 1-1-06-4-66-6-51-3-50-7-46-4-68.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [3:0-4-0,0-1-9], [9:0-4-0,0-1-9], [16:0-6-0,0-3-8], [17:Edge,0-2-8], [18:0-2-8,0-1-8], [21:0-2-8,0-1-8] 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-S 0.66 0.51 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.25 0.04 (loc) 19-21 19-21 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-17,8-13: 2x3 SPF No.2, 14-16: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-16: 2x4 SPF No.2, 2-22,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-4 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. WEBS 1 Row at midpt 6-16, 9-14 REACTIONS.(lb/size)22=1286/0-3-8, 11=258/Mechanical, 15=2365/0-3-8 Max Horz 22=118(LC 8) Max Uplift 22=-13(LC 9) Max Grav 22=1286(LC 1), 11=268(LC 14), 15=2365(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1591/97, 3-4=-1477/137, 4-6=-1475/136, 6-7=0/608, 7-8=0/681, 8-9=0/677, 2-22=-1220/126 BOT CHORD 21-22=-174/445, 19-21=-2/1203, 18-19=0/916, 15-16=-989/112, 14-15=-617/98 WEBS 3-21=0/263, 3-19=-24/436, 4-19=-497/122, 6-19=-33/721, 6-18=0/263, 16-18=-11/769, 6-16=-1855/61, 9-14=-895/41, 9-12=0/329, 2-21=0/873 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-2-0, Exterior(2) 8-2-0 to 12-4-15, Interior(1) 12-4-15 to 37-9-0, Exterior(2) 37-9-0 to 41-11-15, Interior(1) 41-11-15 to 45-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T15 Truss Type HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195946 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Gml6hEQmcUPp_sfEcilAn7l?aCIAvlVqja2UEbyLsLo Scale = 1:84.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 15 14 13 12 23 24 25 26 27 28 29 30 31 32 16 3x4 5x6 3x6 3x4 3x8 MT18HS 3x6 3x4 8x8 4x6 3x4 3x8 3x6 3x6 3x8 4x6 8x8 5x8 3x8 3x6 4x8 4x8 0-1-1510-8-0 10-8-0 20-7-12 9-11-12 30-7-8 9-11-12 31-5-0 0-9-8 31-11-0 0-6-0 35-3-0 3-4-0 45-7-8 10-4-8 4-11-4 4-11-4 10-8-0 5-8-12 17-3-13 6-7-13 23-11-11 6-7-13 30-7-8 6-7-13 31-11-0 1-3-8 35-3-0 3-4-0 40-9-6 5-6-6 45-7-8 4-10-2 1-1-08-0-68-2-51-3-50-7-48-0-68.00 12 Plate Offsets (X,Y)-- [3:0-3-2,Edge], [9:0-4-0,0-1-9], [15:0-6-0,0-4-0], [17:0-2-12,0-4-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.97 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.49 -0.70 0.05 (loc) 19-21 21-22 16 l/defl >758 >532 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 216 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-17: 2x4 SPF No.2, 11-12,1-22: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-15 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 1-4-12 oc bracing. Except: 6-0-0 oc bracing: 14-15 WEBS 1 Row at midpt 4-21, 4-19, 5-17, 9-15, 2-22 REACTIONS.(lb/size)12=261/Mechanical, 22=1200/Mechanical, 16=2365/0-3-8 Max Horz 22=135(LC 8) Max Grav 12=293(LC 14), 22=1209(LC 13), 16=2365(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-334/11, 2-3=-1438/110, 3-4=-1116/119, 4-5=-956/103, 5-7=0/458, 7-8=0/468, 8-9=0/538, 9-10=-60/284 BOT CHORD 21-22=-58/1218, 19-21=0/1130, 18-19=0/317, 7-17=-306/80, 16-17=-537/150, 15-16=-934/168, 8-15=-439/56 WEBS 3-21=0/405, 4-19=-459/98, 5-19=0/811, 17-19=-4/342, 5-17=-1561/89, 8-17=-46/366, 9-15=-863/59, 9-13=0/445, 10-13=-320/127, 2-22=-1374/104 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-8-0, Exterior(2) 10-8-0 to 14-10-15, Interior(1) 14-10-15 to 35-3-0, Exterior(2) 35-3-0 to 39-5-15, Interior(1) 39-5-15 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T16 Truss Type HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195947 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-kyJVuaQPNoXgc0EQAQGPKLI8YcfDe96zyEn1n2yLsLn Scale = 1:84.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 5x12 5x6 3x6 6x6 3x6 3x6 3x6 3x8 4x6 5x6 5x6 4x8 3x6 3x6 3x4 6x6 5x6 3x6 0-1-158-1-5 8-1-5 13-2-0 5-0-11 22-2-10 9-0-10 31-3-4 9-0-10 32-9-0 1-5-12 37-9-11 5-0-10 45-7-8 7-9-13 8-1-5 8-1-5 13-2-0 5-0-11 19-8-5 6-6-5 26-2-11 6-6-5 32-9-0 6-6-5 37-9-11 5-0-10 45-7-8 7-9-13 1-1-09-8-69-10-51-3-59-8-68.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [3:0-5-4,0-3-0], [4:0-3-1,Edge], [8:0-3-1,Edge], [10:Edge,0-1-12], [12:0-2-8,0-1-8], [18:0-2-8,0-1-8] 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-S 0.92 0.86 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.49 0.04 (loc) 15-17 15-17 11 l/defl >999 >766 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 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* 5-17,7-13: 2x4 SPF No.2, 10-11,1-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-10 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-15, 7-13, 8-13, 9-13 REACTIONS.(lb/size)19=1189/Mechanical, 13=2721/0-3-8 (req. 0-4-4), 11=234/Mechanical Max Horz 19=162(LC 8) Max Uplift 11=-12(LC 13) Max Grav 19=1206(LC 13), 13=2721(LC 1), 11=283(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1566/92, 2-4=-1270/158, 4-5=-972/148, 5-7=-714/136, 7-8=0/549, 8-9=0/604, 9-10=-156/256, 1-19=-1121/87 BOT CHORD 18-19=-100/310, 17-18=-8/1199, 15-17=0/866, 13-15=-22/276 WEBS 2-17=-362/96, 4-17=-6/364, 5-15=-606/97, 7-15=0/1135, 7-13=-1654/100, 8-13=-590/31, 9-13=-586/91, 9-12=0/314, 10-12=-266/85, 1-18=0/894 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-2-0, Exterior(2) 13-2-0 to 17-4-15, Interior(1) 17-4-15 to 32-9-0, Exterior(2) 32-9-0 to 36-11-15, Interior(1) 36-11-15 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 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) 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T17 Truss Type HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195948 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-C9tt6wR186fXEAodj7nesYrJo?1cNcs7AuXbJUyLsLm Scale = 1:83.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 3x6 5x8 3x6 3x6 3x6 3x6 3x6 3x6 2x4 6x8 5x8 3x6 3x6 3x4 5x6 6x6 3x6 3x6 0-1-158-1-5 8-1-5 15-8-0 7-6-11 22-11-8 7-3-8 30-3-0 7-3-8 31-5-0 1-2-0 37-9-11 6-4-11 45-7-8 7-9-13 8-1-5 8-1-5 15-8-0 7-6-11 22-11-8 7-3-8 30-3-0 7-3-8 37-9-11 7-6-10 45-7-8 7-9-13 1-1-011-4-611-6-51-3-511-4-68.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [6:0-4-0,0-1-9], [9:Edge,0-1-12], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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-S 0.95 0.72 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.31 0.04 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 216 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* 4-15,4-14,5-14,6-14,6-12: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 4-14, 5-14, 6-14, 8-12 2 Rows at 1/3 pts 6-12 REACTIONS.(lb/size)18=1317/Mechanical, 10=376/Mechanical, 12=2549/0-3-8 (req. 0-4-0) Max Horz 18=188(LC 8) Max Grav 18=1331(LC 13), 10=423(LC 14), 12=2549(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1784/87, 2-4=-1292/162, 4-5=-691/167, 5-6=-691/167, 6-8=0/462, 8-9=-375/54, 9-10=-352/50, 1-18=-1258/81 BOT CHORD 17-18=-130/287, 15-17=-7/1386, 14-15=0/952 WEBS 2-17=0/258, 2-15=-555/103, 4-15=0/653, 4-14=-500/15, 5-14=-511/125, 6-14=-46/1463, 8-11=0/300, 1-17=0/1120, 6-12=-1810/90, 8-12=-626/110 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-8-0, Exterior(2) 15-8-0 to 19-10-15, Interior(1) 19-10-15 to 30-3-0, Exterior(2) 30-3-0 to 34-5-15, Interior(1) 34-5-15 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 7) Refer to girder(s) for truss to truss connections. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T18 Truss Type HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195949 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-gLRFJGSfvPnOrKNpHrItPmNUePOU60mGPYG8rwyLsLl Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 26 25 24 23 22 21 20 17 16 15 19 18 14 13 12 27 28 29 30 31 32 33 34 35 36 3x6 5x6 5x6 3x8 MT18HS 3x4 4x8 6x8 6x6 3x6 3x4 8x8 3x8 4x8 3x6 4x6 5x6 5x8 6x8 4x8 6x8 5x8 5x8 8x8 2x4 3x4 0-1-158-1-6 8-1-6 9-4-4 1-2-15 18-0-2 8-7-14 18-5-0 0-4-14 27-10-14 9-5-14 29-5-0 1-6-2 31-1-8 1-8-8 31-3-4 0-1-12 37-10-7 6-7-3 45-7-8 7-9-1 6-2-6 6-2-6 8-1-6 1-11-0 12-2-15 4-1-9 18-0-2 5-9-3 22-9-2 4-9-0 27-10-14 5-1-12 29-5-0 1-6-2 31-1-8 1-8-8 37-10-7 6-8-15 45-7-8 7-9-1 1-1-012-11-213-1-11-3-53-0-012-11-28.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [5:0-3-2,Edge], [7:0-3-1,Edge], [8:0-4-0,0-3-4], [11:0-3-8,Edge], [15:0-6-4,0-3-4], [17:0-1-12,0-3-4], [20:0-2-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.68 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.51 -0.96 0.68 (loc) 18-19 18-19 12 l/defl >737 >389 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 302 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-7,1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 24-26,15-21,22-24: 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-23,6-17,1-26,5-23,8-17,6-21: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 3-7-2 oc bracing. Except: 1 Row at midpt 8-15 2 Rows at 1/3 pts 16-20 WEBS 1 Row at midpt 4-23, 6-17, 7-17, 13-15, 10-15, 11-13, 5-23 , 18-20 REACTIONS.(lb/size)26=826/Mechanical, 12=-910/Mechanical, 14=4396/0-3-8 Max Horz 26=213(LC 8) Max Uplift 26=-82(LC 9), 12=-1178(LC 13) Max Grav 26=826(LC 13), 12=105(LC 8), 14=4396(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1047/208, 2-4=-1004/327, 4-5=-200/336, 5-6=-124/305, 6-7=0/1416, 7-8=0/1728, 8-10=0/3488, 10-11=-38/1984, 11-12=-65/1237, 1-26=-788/158 BOT CHORD 25-26=-147/306, 23-25=-51/428, 20-21=-536/0, 17-20=-595/0, 16-17=-2875/0, 15-16=-2816/0, 19-20=0/258, 14-15=-4351/0, 8-15=-4453/0 WEBS 4-25=-36/796, 4-23=-651/109, 6-17=-1824/4, 7-17=-1116/0, 13-15=-1719/0, 10-15=-1520/11, 10-13=0/1159, 11-13=-1639/0, 21-23=-39/720, 8-17=0/3463, 6-21=0/1410, 2-25=-400/166, 1-25=-1/487 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 18-0-2, Exterior(2) 18-0-2 to 22-3-1, Interior(1) 22-3-1 to 27-10-14, Exterior(2) 27-10-14 to 32-1-13, Interior(1) 32-1-13 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26 except (jt=lb) 12=1178. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. November 7,2019 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 121_Woods_at_Shelborne Truss T19 Truss Type COMMON Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195950 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-8X?dXcTHgjvFTTy?rYp6xzwkZpkdrZjQeC0iNMyLsLk Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x8 3x6 3x8 3x4 3x4 3x4 3x8 3x4 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 4-5-8 4-5-8 9-11-8 5-5-15 15-5-7 5-6-0 19-11-0 4-5-9 20-10-0 0-11-0 1-3-09-6-91-3-010.00 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 0.61 0.68 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.02 (loc) 8-9 8-9 8 l/defl >999 >505 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 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* 2-11,6-8: 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)11=849/0-3-8, 8=849/0-3-8 Max Horz 11=180(LC 8) Max Uplift 11=-15(LC 9), 8=-15(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-694/103, 4-5=-694/103, 2-11=-273/87, 6-8=-273/87 BOT CHORD 9-11=0/571, 8-9=0/571 WEBS 4-9=-25/490, 3-11=-667/28, 5-8=-667/28 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-11-8, Exterior(2) 9-11-8 to 12-11-8, Interior(1) 12-11-8 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. November 7,2019 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 121_Woods_at_Shelborne Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195951 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ckY?kxUvR1165dXCPGKLUBTqUD4?awbZtsmFwpyLsLj Scale = 1:69.4 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 4x6 5x12 3x6 3x6 3x8 3x4 3x4 3x6 3x6 3x6 4x8 3x4 5x6 10-6-010-6-0 17-6-37-0-3 24-1-66-7-3 30-5-06-3-10 -0-11-0 0-11-0 5-4-12 5-4-12 10-6-0 5-1-4 17-6-3 7-0-3 24-1-6 6-7-3 30-5-0 6-3-10 31-4-0 0-11-0 3-3-012-0-01-3-012-0-010.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-12], [5:0-7-12,0-1-0], [8:0-2-12,0-1-8], [11:0-2-8,0-1-8] 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-S 0.92 0.67 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.78 0.04 (loc) 14-15 14-15 10 l/defl >960 >462 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-14,5-14,5-12: 2x4 SPF No.2, 2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-3 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-12, 3-15 REACTIONS.(lb/size)15=1546/0-3-8, 10=1470/0-3-8 Max Horz 15=-244(LC 7) Max Uplift 15=-8(LC 9), 10=-11(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1277/174, 4-5=-907/177, 5-7=-1366/179, 7-8=-1680/93, 2-15=-289/125, 8-10=-1418/109 BOT CHORD 14-15=0/844, 12-14=0/951, 11-12=0/1205 WEBS 4-14=-7/393, 5-12=-11/471, 7-12=-362/113, 3-15=-1316/24, 8-11=0/1064 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 10-6-0, Exterior(2) 10-6-0 to 14-8-15, Interior(1) 14-8-15 to 17-6-3, Exterior(2) 17-6-3 to 21-9-2, Interior(1) 21-9-2 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T21 Truss Type COMMON Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195952 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ckY?kxUvR1165dXCPGKLUBTvJD4ra?oZtsmFwpyLsLj Scale = 1:58.7 1 2 3 4 5 6 10 9 8 7 11 12 13 14 3x4 4x6 3x8 3x6 3x8 3x4 3x4 3x8 3x4 9-11-89-11-8 19-11-09-11-8 4-5-8 4-5-8 9-11-8 5-5-15 15-5-7 5-6-0 19-11-0 4-5-9 20-10-0 0-11-0 1-3-09-6-91-3-010.00 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 0.61 0.68 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.02 (loc) 8-10 7-8 7 l/defl >999 >505 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 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* 1-10,5-7: 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)10=783/0-3-8, 7=850/0-3-8 Max Horz 10=-176(LC 7) Max Uplift 7=-14(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-697/106, 3-4=-696/103, 5-7=-273/87 BOT CHORD 8-10=0/579, 7-8=0/573 WEBS 3-8=-28/492, 2-10=-679/57, 4-7=-669/28 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-11-8, Exterior(2) 9-11-8 to 12-11-8, Interior(1) 12-11-8 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. November 7,2019 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 121_Woods_at_Shelborne Truss T22 Truss Type HALF HIP Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195953 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-5w6OyHUXCK9zin6Oyzra1O?AudYnJcgj5WVoSFyLsLi Scale = 1:23.0 1 2 3 4 7 6 5 8 4x6 2x4 3x4 2x4 3x4 2x4 0-1-133-3-10 3-3-10 4-4-0 1-0-6 -0-11-0 0-11-0 3-3-10 3-3-10 4-4-0 1-0-6 1-3-03-10-34-0-03-10-30-3-810.00 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 0.24 0.19 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=234/0-3-8, 5=153/0-1-8 Max Horz 7=108(LC 9) Max Uplift 5=-35(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-3-10, Exterior(2) 3-3-10 to 4-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss T23 Truss Type HALF HIP Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195954 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Z6gm9dVAzeHqKxhaWhNpZcYMs0ty234sKAFM_hyLsLh Scale = 1:19.3 1 2 3 4 5 9 8 7 6 3x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 0-1-112-3-8 2-3-8 3-6-0 1-2-8 -0-11-0 0-11-0 2-4-13 2-4-13 3-6-0 1-1-3 1-3-03-1-53-3-02-5-50-11-80-8-03-1-510.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [6:0-1-14,0-0-9] 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-S 0.16 0.13 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 7 8 6 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 2x4 SPF No.2 *Except* 3-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=204/0-3-8, 6=120/0-1-8 Max Horz 9=91(LC 9) Max Uplift 6=-27(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 7,2019 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 121_Woods_at_Shelborne Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195955 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Z6gm9dVAzeHqKxhaWhNpZcYHr0rR21VsKAFM_hyLsLh Scale = 1:26.6 1 2 3 4 5 8 7 6 9 10 11 12 4x6 6x10 6x10 2x4 6-3-86-3-8 12-7-06-3-8 -0-11-0 0-11-0 6-3-8 6-3-8 12-7-0 6-3-8 13-6-0 0-11-0 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.48 0.29 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SP 2400F 2.0E *Except* 3-7: 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)8=755/0-3-8, 6=755/0-3-8 Max Horz 8=63(LC 6) Max Uplift 8=-118(LC 7), 6=-118(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-823/147, 3-4=-823/147, 2-8=-601/120, 4-6=-601/120 BOT CHORD 7-8=-51/651, 6-7=-51/651 WEBS 3-7=-18/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=118, 6=118. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 61 lb up at 6-3-8 on top chord, and 88 lb down and 40 lb up at 2-3-8, 92 lb down and 44 lb up at 4-3-8, 22 lb down at 6-3-8, and 92 lb down and 44 lb up at 8-3-8, and 88 lb down and 40 lb up at 10-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 3=-24(B) 7=-14(B) 9=-88 10=-92 11=-92 12=-88 November 7,2019 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 121_Woods_at_Shelborne Truss TG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195956 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-1JE8MzWokyPhy5Gn4Ou26p4YZQFhnWH?Zq_vW8yLsLg Scale = 1:13.0 1 2 3 4 7 6 5 8 9 5x6 2x4 2x4 2x4 2x4 2x4 0-1-50-11-4 0-11-4 1-8-4 0-9-0 3-4-8 1-8-4 -0-11-0 0-11-0 0-11-4 0-11-4 3-4-8 2-5-4 1-3-01-11-12-0-61-5-90-5-81-11-110.00 12 Plate Offsets (X,Y)-- [3:0-4-7,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 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 3-4-8 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)7=175/0-3-8, 5=104/0-1-8 Max Horz 7=52(LC 6) Max Uplift 7=-42(LC 7), 5=-28(LC 4) Max Grav 7=175(LC 1), 5=108(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 77 lb up at 0-11-4, and 35 lb down and 30 lb up at 1-5-4 on top chord, and 4 lb down and 11 lb up at 0-11-4, and 3 lb down at 1-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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: 3=25(B) 6=6(B) November 7,2019 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 121_Woods_at_Shelborne Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195957 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-VVoWaJXQVFYYZFrze5PHe1djLqbuWzd9nUkT3ayLsLf Scale = 1:12.5 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 0-1-51-3-0 1-3-0 2-10-8 1-7-8 -0-11-0 0-11-0 1-3-0 1-3-0 2-10-8 1-7-8 1-1-01-9-111-11-01-4-30-5-81-9-118.00 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 2-10-8 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)7=177/0-3-8, 5=89/0-1-8 Max Horz 7=47(LC 6) Max Uplift 7=-23(LC 7), 5=-17(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 20 lb up at 1-3-0 on top chord, and 5 lb down and 5 lb up at 1-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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=5(B) November 7,2019 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 121_Woods_at_Shelborne Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195958 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-zhMunfX2GZgPBOQ9BpwWBEApSEoFFGMI08T0b0yLsLe Scale: 3/8"=1' 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 4x10 4x6 8x8 2x4 3x8 3x8 2x4 8x8 4x6 4x8 4x8 4x8 0-1-22-3-8 2-3-8 5-11-1 3-7-9 10-7-15 4-8-14 14-3-8 3-7-9 16-7-0 2-3-8 -0-11-0 0-11-0 2-3-8 2-3-8 5-11-1 3-7-9 10-7-15 4-8-14 14-3-8 3-7-9 16-7-0 2-3-8 17-6-0 0-11-0 0-11-84-0-144-2-00-11-80-8-04-0-146.50 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-4], [9:0-1-12,0-0-0], [9:Edge,0-5-15], [11:0-2-8,0-2-0], [14:0-2-8,0-2-0], [16:0-1-12,0-0-0], [16:Edge,0-5-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.61 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.06 (loc) 13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-15,6-10: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-3 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS.(lb/size)16=979/0-3-8, 9=979/0-3-8 Max Horz 16=-71(LC 15) Max Uplift 16=-163(LC 7), 9=-163(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1665/271, 3-4=-1361/259, 4-5=-1145/241, 5-6=-1361/258, 6-7=-1665/271, 2-16=-928/168, 7-9=-929/168 BOT CHORD 13-14=-208/1510, 12-13=-171/1145, 11-12=-201/1511 WEBS 3-13=-367/62, 4-13=-44/327, 5-12=-43/326, 6-12=-368/64, 2-14=-173/1250, 7-11=-174/1250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=163, 9=163. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 42 lb up at 6-3-8, and 57 lb down and 40 lb up at 8-3-8, and 53 lb down and 42 lb up at 10-3-8 on top chord, and 98 lb down and 33 lb up at 2-1-12, 100 lb down and 39 lb up at 4-3-8, 29 lb down and 33 lb up at 6-3-8, 29 lb down and 33 lb up at 8-3-8, 29 lb down and 33 lb up at 10-3-8, and 100 lb down and 39 lb up at 12-3-8, and 98 lb down and 33 lb up at 14-5-4 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 15-16=-20, 11-14=-20, 9-10=-20 Continued on page 2 November 7,2019 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 121_Woods_at_Shelborne Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195958 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-zhMunfX2GZgPBOQ9BpwWBEApSEoFFGMI08T0b0yLsLe LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-98 11=-98 17=-15(B) 18=-15(B) 19=-15(B) 20=-100 21=-29(B) 22=-29(B) 23=-29(B) 24=-100 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 121_Woods_at_Shelborne Truss TG05 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 121 Woods at Shelborne Job Reference (optional) I39195959 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-v4UfCLZInAw6QiZYJEy_GfF2O1Q1j8TbURy7fvyLsLc Scale = 1:84.7 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 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 5x6 3x6 8x8 3x4 4x8 5x12 3x4 6x10 5x6 3x4 4x6 4x10 6x16 4x6 6x8 2x4 4x8 2x4 4x10 4x10 3x4 4x6 5x12 5x6 0-1-20-2-12 0-2-12 2-3-8 2-0-12 8-3-8 6-0-0 14-3-8 6-0-0 16-7-0 2-3-8 23-11-11 7-4-11 31-3-4 7-3-9 31-4-6 0-1-2 37-1-15 5-9-9 42-11-8 5-9-9 45-11-0 2-11-8 -0-11-0 0-11-0 2-3-8 2-3-8 8-3-8 6-0-0 14-6-11 6-3-3 16-7-0 2-0-5 23-11-11 7-4-11 31-4-6 7-4-11 37-1-15 5-9-9 42-11-8 5-9-9 45-11-0 2-11-8 46-10-0 0-11-0 0-11-85-5-61-11-96-5-61-1-01-0-01-8-01-0-02-11-96.50 12 8.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-2-3], [12:0-2-14,0-2-0], [21:0-2-8,0-2-8], [23:0-9-12,0-5-4], [27:0-1-9,0-0-13], [27:0-2-12,0-2-4] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.88 0.84 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.87 0.15 (loc) 22 22 17 l/defl >999 >432 n/a L/d 240 180 n/a PLATES MT20 Weight: 423 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 3-26,5-22: 2x4 SPF No.2, 6-20: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 22-23 WEBS 1 Row at midpt 7-17 REACTIONS.(lb/size)27=870/0-3-8, 17=3224/0-3-8, 14=-318/0-3-8 Max Horz 27=102(LC 6) Max Uplift 27=-40(LC 7), 17=-495(LC 7), 14=-318(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1455/26, 3-4=-1203/65, 4-5=-1179/62, 5-6=-3733/297, 6-7=-1517/286, 7-9=-476/5055, 9-10=-476/5055, 10-11=-6/471, 11-12=-31/653, 2-27=-804/39, 12-14=0/328 BOT CHORD 24-25=0/1401, 23-24=-256/4055, 21-22=-77/819, 6-21=-1081/129, 17-19=-1245/28, 16-17=-2367/192, 15-16=-2367/192 WEBS 3-24=-496/70, 4-24=0/673, 5-24=-3109/340, 21-23=-123/782, 6-23=-27/2271, 19-21=-1352/52, 7-21=-239/2827, 7-19=0/418, 7-17=-4036/560, 9-17=-434/143, 10-17=-2943/399, 10-15=-165/2070, 11-15=-584/76, 12-15=-487/75, 2-25=0/1079 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27 except (jt=lb) 17=495, 14=318. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 November 7,2019 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 121_Woods_at_Shelborne Truss TG05 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 121 Woods at Shelborne Job Reference (optional) I39195959 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:51 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-v4UfCLZInAw6QiZYJEy_GfF2O1Q1j8TbURy7fvyLsLc NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 43 lb up at 16-7-12, 43 lb down and 43 lb up at 18-7-12, 43 lb down and 43 lb up at 20-7-12, 43 lb down and 43 lb up at 22-7-12, 43 lb down and 43 lb up at 24-7-12, 43 lb down and 43 lb up at 26-7-12, 43 lb down and 43 lb up at 28-7-12, 43 lb down and 43 lb up at 30-7-12, 43 lb down and 43 lb up at 32-7-12, 46 lb down and 43 lb up at 34-7-12, 50 lb down and 43 lb up at 36-7-12, 50 lb down and 43 lb up at 38-7-12, 50 lb down and 43 lb up at 40-7-12, and 43 lb down and 46 lb up at 42-7-12, and 51 lb down and 51 lb up at 42-11-8 on top chord, and 9 lb down and 20 lb up at 16-8-12, 9 lb down and 20 lb up at 18-7-12, 9 lb down and 20 lb up at 20-7-12, 9 lb down and 20 lb up at 22-7-12, 9 lb down and 20 lb up at 24-7-12, 9 lb down and 20 lb up at 26-7-12, 9 lb down and 20 lb up at 28-7-12, 9 lb down and 20 lb up at 30-7-12, 9 lb down and 20 lb up at 32-7-12, 9 lb down and 20 lb up at 34-7-12, 9 lb down and 20 lb up at 36-7-12, 9 lb down and 20 lb up at 38-7-12, 9 lb down and 20 lb up at 40-7-12, and 9 lb down and 20 lb up at 42-7-12, and 4 lb down at 42-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-11=-60, 11-12=-60, 12-13=-60, 26-27=-20, 23-25=-20, 21-22=-20, 14-20=-20 Concentrated Loads (lb) Vert: 21=0(B) 15=-0(B) 41=0(B) 42=0(B) 43=0(B) 44=0(B) 45=0(B) 46=0(B) 47=0(B) 48=0(B) 49=0(B) 50=0(B) 51=0(B) 52=0(B) 53=0(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 121_Woods_at_Shelborne Truss TG06 Truss Type HALF HIP GIRDER Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195960 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-sSbPd0aZJoAqg0jwQf?TL4KNDrAaB1iuxlRDknyLsLa Scale = 1:79.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 31 3233 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 5x8 3x8 3x4 4x6 10x10 4x6 6x6 4x10 2x4 2x4 5x12 2x4 2x4 3x12 3x6 6x16 0-1-25-8-0 5-8-0 14-2-7 8-6-7 22-8-13 8-6-7 31-3-4 8-6-7 38-4-2 7-0-14 45-7-8 7-3-6 -1-0-0 1-0-0 5-8-0 5-8-0 14-2-7 8-6-7 22-8-13 8-6-7 31-3-4 8-6-7 38-4-2 7-0-14 45-7-8 7-3-6 1-1-04-9-34-10-54-9-38.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [13:0-6-0,0-3-0], [18:Edge,0-8-2], [18:0-1-12,0-0-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.92 0.52 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.35 0.06 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-16: 2x4 SPF No.2, 6-16,6-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 3-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 9-13 REACTIONS.(lb/size)11=327/Mechanical, 18=1787/0-3-8, 13=3450/0-3-8 Max Horz 18=130(LC 6) Max Uplift 11=-68(LC 4), 18=-257(LC 7), 13=-499(LC 7) Max Grav 11=334(LC 12), 18=1787(LC 1), 13=3450(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2245/321, 3-4=-2813/453, 4-6=-2811/452, 6-7=-204/1447, 7-9=-204/1447, 2-18=-1630/238 BOT CHORD 17-18=-164/332, 16-17=-282/1794, 14-16=-236/1677, 13-14=-236/1677 WEBS 3-17=0/342, 3-16=-180/1199, 4-16=-831/346, 6-16=-202/1275, 6-14=0/539, 6-13=-3514/496, 7-13=-682/275, 9-13=-1711/243, 9-12=0/474, 2-17=-194/1498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 18=257, 13=499. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 November 7,2019 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 121_Woods_at_Shelborne Truss TG06 Truss Type HALF HIP GIRDER Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195960 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:53 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-sSbPd0aZJoAqg0jwQf?TL4KNDrAaB1iuxlRDknyLsLa NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 73 lb up at 6-5-4, 76 lb down and 72 lb up at 8-5-4, 76 lb down and 72 lb up at 10-5-4, 69 lb down and 72 lb up at 12-5-4, 69 lb down and 72 lb up at 14-5-4, 69 lb down and 72 lb up at 15-8-4, 69 lb down and 72 lb up at 17-8-4, 69 lb down and 72 lb up at 19-8-4, 69 lb down and 72 lb up at 21-8-4, 69 lb down and 72 lb up at 23-8-4, 69 lb down and 72 lb up at 25-8-4, 69 lb down and 72 lb up at 27-8-4, 69 lb down and 72 lb up at 29-8-4, 69 lb down and 72 lb up at 31-8-4, 74 lb down and 72 lb up at 33-8-4, 76 lb down and 72 lb up at 35-8-4, 76 lb down and 72 lb up at 37-8-4, 76 lb down and 72 lb up at 39-8-4, and 76 lb down and 72 lb up at 41-8-4, and 76 lb down and 72 lb up at 43-8-4 on top chord, and 152 lb down and 47 lb up at 2-5-4, 133 lb down and 47 lb up at 4-5-4, 41 lb down at 6-5-4, 41 lb down at 8-5-4, 41 lb down at 10-5-4, 41 lb down at 12-5-4, 41 lb down at 14-5-4, 41 lb down at 15-8-4, 41 lb down at 17-8-4, 41 lb down at 19-8-4, 41 lb down at 21-8-4, 41 lb down at 23-8-4, 41 lb down at 25-8-4, 41 lb down at 27-8-4, 41 lb down at 29-8-4, 41 lb down at 31-8-4, 41 lb down at 33-8-4, 41 lb down at 35-8-4, 41 lb down at 37-8-4, 41 lb down at 39-8-4, and 41 lb down at 41-8-4, and 41 lb down at 43-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-10=-60, 11-18=-20 Concentrated Loads (lb) Vert: 5=-53(F) 16=-26(F) 4=-53(F) 8=-53(F) 19=-53(F) 20=-53(F) 21=-53(F) 23=-53(F) 24=-53(F) 25=-53(F) 26=-53(F) 27=-53(F) 28=-53(F) 29=-53(F) 30=-53(F) 31=-53(F) 33=-53(F) 34=-53(F) 35=-53(F) 36=-53(F) 37=-53(F) 38=-152 39=-133 40=-26(F) 41=-26(F) 42=-26(F) 43=-26(F) 44=-26(F) 45=-26(F) 46=-26(F) 47=-26(F) 48=-26(F) 49=-26(F) 50=-26(F) 51=-26(F) 52=-26(F) 53=-26(F) 54=-26(F) 55=-26(F) 56=-26(F) 57=-26(F) 58=-26(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 121_Woods_at_Shelborne Truss TG07 Truss Type COMMON GIRDER Qty 1 Ply 2 121 Woods at Shelborne Job Reference (optional) I39195961 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Kf9nqMbB45IhHAI7_MWiuItdlFUgwUb1APBnGEyLsLZ Scale = 1:46.3 1 2 3 4 5 10 9 8 7 611121314151617 4x8 4x6 4x8 3x8 3x8 8x8 3x8 8x8 3x8 8x8 3-10-03-10-0 7-5-83-7-8 11-1-03-7-8 14-11-03-10-0 3-10-0 3-10-0 7-5-8 3-7-8 11-1-0 3-7-8 14-11-0 3-10-0 1-3-07-5-91-3-010.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-4-8], [8:0-4-0,0-4-4], [9:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.65 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.02 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8,1-10,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=5527/0-3-8 (req. 0-4-5), 6=5387/0-3-8 (req. 0-4-4) Max Horz 10=128(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4757/0, 2-3=-3454/0, 3-4=-3454/0, 4-5=-4499/0, 1-10=-3925/0, 5-6=-3735/0 BOT CHORD 9-10=-12/487, 8-9=0/3589, 7-8=0/3392, 6-7=0/381 WEBS 3-8=0/4113, 4-8=-1174/0, 4-7=0/1358, 2-8=-1468/0, 2-9=0/1744, 1-9=0/3204, 5-7=0/3110 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at joint(s) 10, 6 greater than input bearing size. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1315 lb down at 0-6-4, 1309 lb down at 2-6-4, 1309 lb down at 4-6-4, 1309 lb down at 6-6-4, 808 lb down and 94 lb up at 8-6-4, 1313 lb down at 10-6-4, and 1186 lb down at 12-6-4, and 1197 lb down at 14-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 6=-1197(B) 11=-1315(B) 12=-1309(B) 13=-1309(B) 14=-1309(B) 15=-808(B) 16=-1313(B) 17=-1186(B)November 7,2019 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 121_Woods_at_Shelborne Truss TG08 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 121 Woods at Shelborne Job Reference (optional) I39195962 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-orj92icprPQYvJtJY41xRVQoOfr?f_YBO3wKogyLsLY Scale = 1:68.1 1 2 3 4 5 6 78 1514 13 12 11 10 9 16 17 1819 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 2x4 4x6 3x6 4x6 3x4 3x4 4x6 3x8 3x6 4x6 4x8 3x4 4x6 9-7-49-7-4 9-7-50-0-1 17-6-37-10-14 23-11-06-4-13 30-5-06-6-0 5-4-12 5-4-12 10-6-0 5-1-4 17-6-3 7-0-3 23-11-0 6-4-13 30-5-0 6-6-0 31-4-0 0-11-0 0-5-812-0-01-3-012-0-010.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [7:0-3-0,0-1-8], [14:0-3-8,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.58 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.29 0.01 (loc) 13-14 13-14 9 l/defl >862 >386 n/a L/d 240 180 n/a PLATES MT20 Weight: 385 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 9-12: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10,7-9,7-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS.(lb/size)13=4004/0-3-8, 14=1334/0-3-8, 9=1857/0-3-8 Max Horz 14=-237(LC 18) Max Uplift 9=-25(LC 7) Max Grav 13=4004(LC 1), 14=1345(LC 11), 9=1857(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-317/62, 3-4=-818/189, 4-6=-1192/198, 6-7=-2114/1, 1-14=-287/48, 7-9=-1712/13 BOT CHORD 10-11=0/1533, 9-10=-54/301 WEBS 2-13=-257/120, 3-13=-1442/45, 3-11=-80/1304, 4-11=-304/315, 6-11=-994/0, 6-10=0/912, 7-10=0/1246 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 359 lb down at 0-5-12, 403 lb down at 2-5-12, 377 lb down at 4-5-12, 382 lb down at 6-5-12, 414 lb down at 8-5-12, 384 lb down at 10-5-12, 374 lb down at 12-5-12, 384 lb down at 14-5-12, 93 lb down and 1205 lb up at 16-5-12, 403 lb down at 18-5-12, 262 lb down and 33 lb up at 20-5-12, 233 lb down at 22-5-12, and 242 lb down at 24-5-12, and 314 lb down and 80 lb up at 26-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 November 7,2019 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 121_Woods_at_Shelborne Truss TG08 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 2 121 Woods at Shelborne Job Reference (optional) I39195962 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:55 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-orj92icprPQYvJtJY41xRVQoOfr?f_YBO3wKogyLsLY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-7=-60, 7-8=-60, 15-19=-20, 19-22=-60, 22-24=-20, 24-27=-60, 27-31=-20, 10-31=-60, 9-10=-20 Concentrated Loads (lb) Vert: 12=-384(F) 17=-359(F) 18=-403(F) 20=-377(F) 21=-382(F) 23=-414(F) 25=-384(F) 26=-374(F) 28=289(F) 29=-403(F) 30=-262(F) 32=-233(F) 33=-242(F) 34=-314(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 121_Woods_at_Shelborne Truss TG09 Truss Type Common Girder Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195963 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xwr4TIdQlVjEZ8XP5UQU74yrYQC-G1HYF2dRcjYPXTSV6nYAzjyyd2EDOQ0KdjguL6yLsLX Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 4x6 4x6 3x8 4x6 4x6 3x4 4x6 4x6 3x4 9-11-89-11-8 19-11-09-11-8 -1-0-0 1-0-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 20-11-0 1-0-0 1-3-09-6-91-3-010.00 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.39 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.02 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 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)11=905/0-3-8, 8=899/0-3-8 Max Horz 11=179(LC 6) Max Uplift 11=-130(LC 7), 8=-142(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-328/136, 3-4=-754/160, 4-5=-754/160, 5-6=-321/140, 2-11=-352/139, 6-8=-348/142 BOT CHORD 9-11=-35/619, 8-9=0/618 WEBS 4-9=-135/560, 3-11=-626/0, 5-8=-633/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=130, 8=142. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 65 lb up at 0-7-15, and 24 lb down and 65 lb up at 19-3-1 on top chord, and 8 lb down and 19 lb up at 0-7-15, 8 lb down and 19 lb up at 2-7-15 , 8 lb down and 19 lb up at 4-7-15, 8 lb down and 19 lb up at 6-7-15, 8 lb down and 19 lb up at 8-7-15, 8 lb down and 19 lb up at 10-7-15, 8 lb down and 19 lb up at 12-7-15, 8 lb down and 19 lb up at 14-7-15, 8 lb down and 19 lb up at 16-7-15, and 8 lb down and 19 lb up at 18-7-15, and 8 lb down and 19 lb up at 19-3-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 10-11=-20, 10-17=-60, 17-22=-20, 22-24=-60, 8-24=-20 Concentrated Loads (lb) Vert: 12=21(B) 13=21(B) 14=3(B) 15=3(B) 16=3(B) 18=3(B) 19=3(B) 20=3(B) 21=3(B) 23=3(B) 25=3(B) 26=3(B) 27=3(B) November 7,2019 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 121_Woods_at_Shelborne Truss TG10 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195964 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-kErwTOe3N0gG8d1ifU3PWwV34SWE7vEUsNPRtZyLsLW Scale = 1:73.1 Sheet Back Left Option 8-11-15 1 Ply 7/16OSB8 1 2 3 4 5 6 7 89 16 15 1413 12 11 10 46 47 48 49 50 51 52 53 54 55 56 4x8 5x12 3x6 4x6 3x4 3x4 2x4 3x4 3x4 3x6 4x6 3x4 4x6 3x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-11-15 3-9 - 1 5 4-3-42-0-0 3-0-08-11-15 8-11-15 10-6-0 1-6-1 14-0-2 3-6-2 17-6-3 3-6-2 23-11-0 6-4-13 30-5-0 6-6-0 -0-11-0 0-11-0 5-6-1 5-6-1 10-6-0 4-11-15 13-0-2 2-6-2 15-0-2 2-0-0 17-6-3 2-6-2 20-5-7 2-11-4 23-11-0 3-5-8 30-5-0 6-6-0 31-4-0 0-11-0 3-3-012-0-01-3-012-0-010.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0], [5:0-7-12,0-1-0], [22:0-1-9,0-1-0], [22:0-1-8,0-1-8], [33:0-1-12,0-1-0], [33:0-3-4,0-1-4], [34:0-2-8,0-2-0], [40:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.86 0.66 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.17 -0.30 0.03 (loc) 15-16 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 444 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-15,4-15,5-14,5-12,7-12,3-16,4-14: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-8 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-12, 3-16, 4-14 REACTIONS.(lb/size)16=1537/0-3-8, 10=1456/0-3-8 Max Horz 16=-242(LC 18) Max Uplift 16=-318(LC 7), 10=-72(LC 7) Max Grav 16=1538(LC 13), 10=1456(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1283/285, 4-5=-922/205, 5-7=-1353/204, 7-8=-1677/113, 2-16=-272/200, 8-10=-1391/103 BOT CHORD 15-16=-93/853, 14-15=-42/912, 12-14=0/944, 11-12=0/1197 WEBS 4-15=-264/396, 5-12=-11/471, 7-12=-368/101, 3-16=-1352/48, 8-11=0/979, 4-14=-174/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; 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) Provide adequate drainage to prevent water ponding. 5) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 3-3-8 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 16=318. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 80 lb up at 1-8-6 on top chord, and 38 lb down and 65 lb up at 1-8-6, 38 lb down and 65 lb up at 3-6-8, 38 lb down and 65 lb up at 5-6-8, and 38 lb down and 65 lb up at 7-6-8, and 38 lb down and 65 lb up at 9-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 November 7,2019 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 121_Woods_at_Shelborne Truss TG10 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195964 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:57 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-kErwTOe3N0gG8d1ifU3PWwV34SWE7vEUsNPRtZyLsLW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-8=-60, 8-9=-60, 16-49=-20, 49-52=-60, 15-52=-20, 15-54=-60, 54-55=-20, 12-55=-60, 12-56=-20, 11-56=-60, 10-11=-20 Concentrated Loads (lb) Vert: 48=0(B) 50=0(B) 51=0(B) 52=0(B) 53=0(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 121_Woods_at_Shelborne Truss TG11 Truss Type HALF HIP GIRDER Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195965 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-CQPIgkeh8Ko7mncuDCae282QQs?6sV_d519_P?yLsLV Scale = 1:16.2 1 2 3 4 7 6 5 8 9 5x6 2x4 2x4 2x4 2x4 2x4 0-1-41-8-6 1-8-6 4-4-0 2-7-10 -0-11-0 0-11-0 1-8-6 1-8-6 4-4-0 2-7-10 1-3-02-6-122-8-02-1-40-5-82-6-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-8,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.11 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 4-4-0 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)7=236/0-3-8, 5=172/0-1-8 Max Horz 7=70(LC 16) Max Uplift 7=-21(LC 7), 5=-35(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 37 lb up at 1-8-6, and 38 lb down and 35 lb up at 3-10-2 on top chord, and 11 lb down at 1-8-6, and 15 lb down at 3-10-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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=-0(B) 8=-12(B) 9=-8(B) November 7,2019 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 121_Woods_at_Shelborne Truss TG12 Truss Type HALF HIP GIRDER Qty 2 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195966 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-gcygu4fJvew_OxA4nv6tbLabDGJmaxOmJhuYxRyLsLU Scale = 1:13.7 1 2 3 4 5 10 9 8 7 6 11 12 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-51-1-3 1-1-3 2-3-8 1-2-5 3-6-0 1-2-8 -0-11-0 0-11-0 1-1-3 1-1-3 2-3-8 1-2-5 3-6-0 1-2-8 1-3-02-0-112-2-00-11-31-1-81-4-110-8-02-0-1110.00 12 Plate Offsets (X,Y)-- [3:0-4-7,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.15 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=200/0-3-8, 6=116/0-1-8 Max Horz 10=65(LC 7) Max Uplift 10=-23(LC 7), 6=-21(LC 4) Max Grav 10=200(LC 1), 6=118(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left exposed; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 20 lb up at 1-1-3, and 37 lb down and 31 lb up at 1-6-12 on top chord, and 4 lb down and 11 lb up at 1-1-3, and 3 lb down at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 8-10=-20, 6-7=-20 Concentrated Loads (lb) Vert: 9=4(F) November 7,2019 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 121_Woods_at_Shelborne Truss TG13 Truss Type Half Hip Girder Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195967 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:43:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-gcygu4fJvew_OxA4nv6tbLabLGLUaxImJhuYxRyLsLU Scale = 1:12.4 1 2 3 4 7 6 5 4x8 2x4 4x6 2x4 2x4 2x4 1-3-01-3-0 3-5-102-2-10 -1-0-0 1-0-0 1-3-0 1-3-0 3-5-10 2-2-10 1-1-01-11-08.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0] 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-S 0.11 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 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=113/Mechanical, 7=205/0-3-8 Max Horz 7=51(LC 4) Max Uplift 5=-19(LC 4), 7=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 45 lb up at 1-3-0 on top chord, and 5 lb down and 5 lb up at 1-3-0 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). 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=5(F) November 7,2019 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 121_Woods_at_Shelborne Truss V01 Truss Type Valley Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195968 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-8pW25Qgygx2r?5lGLdd68Z7kqgfrJOlwYLe5UtyLsLT Scale = 1:11.0 1 2 3 4 2x4 2x4 2x4 4-11-10 4-11-10 0-0-41-7-144.00 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 0.26 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=155/4-10-14, 3=155/4-10-14 Max Horz 1=36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 4-9-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. November 7,2019 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 121_Woods_at_Shelborne Truss V02 Truss Type Valley Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195969 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:lCfvYXymUhsQmo0Enw6oW4yraOJ-8pW25Qgygx2r?5lGLdd68Z7nughjJOlwYLe5UtyLsLT Scale = 1:7.7 1 2 3 2x4 2x4 2x4 2-11-10 2-11-10 0-0-40-11-144.00 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 0.06 0.04 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: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=75/2-10-14, 3=75/2-10-14 Max Horz 1=18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. November 7,2019 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 121_Woods_at_Shelborne Truss V03 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195970 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-d?4RIlhaRFAidEKTuK8Lgmgt?3042qe3n?Nf0KyLsLS Scale: 3/8"=1' 1 2 3 4 5 8 7 6 9 10 11 12 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 12-0-212-0-2 6-0-1 6-0-1 12-0-2 6-0-1 0-0-45-0-10-0-410.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] 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-S 0.36 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 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.All bearings 12-0-2. (lb) - Max Horz 1=-80(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=294(LC 13), 6=294(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 6-0-1, Exterior(2) 6-0-1 to 9-0-1, Interior(1) 9-0-1 to 11-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. November 7,2019 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 121_Woods_at_Shelborne Truss V04 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195971 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-5BepW5hCCZIZFOvfS2faD_C?TTIInIKD?f7CYmyLsLR Scale = 1:24.7 1 2 3 4 5 6 7 8 2x4 3x4 2x4 2x4 8-9-128-9-12 4-4-14 4-4-14 8-9-12 4-4-14 0-0-43-8-10-0-410.00 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 0.57 0.35 0.06 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: 19 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.(lb/size)1=187/8-9-12, 3=187/8-9-12, 4=285/8-9-12 Max Horz 1=-58(LC 7) Max Uplift 1=-18(LC 9), 3=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-7 to 3-3-7, Interior(1) 3-3-7 to 4-4-14, Exterior(2) 4-4-14 to 7-4-14, Interior(1) 7-4-14 to 8-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. November 7,2019 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 121_Woods_at_Shelborne Truss V05 Truss Type VALLEY Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195972 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-5BepW5hCCZIZFOvfS2faD_C40TFZnIFD?f7CYmyLsLR Scale = 1:16.8 1 2 3 2x4 2x4 2x4 5-7-15-7-1 5-7-50-0-4 2-9-11 2-9-11 5-7-5 2-9-10 0-0-42-4-10-0-410.00 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 0.21 0.52 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=201/5-6-12, 3=201/5-6-12 Max Horz 1=-35(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. November 7,2019 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 121_Woods_at_Shelborne Truss V06 Truss Type VALLEY Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195973 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ZOCBjRiqzsQQsYUr0lAplBlIdtitWlVMEJsl5CyLsLQ Scale = 1:7.8 1 2 3 2x4 2x4 2x4 2-4-102-4-10 2-4-150-0-5 1-2-8 1-2-8 2-4-15 1-2-7 0-0-41-0-10-0-410.00 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 0.03 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 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 2-4-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=73/2-4-5, 3=73/2-4-5 Max Horz 1=-13(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. November 7,2019 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 121_Woods_at_Shelborne Truss V07 Truss Type VALLEY Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195974 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ZOCBjRiqzsQQsYUr0lAplBlHhtigWlVMEJsl5CyLsLQ Scale = 1:14.0 1 2 4 3 2x4 2x4 2x4 2x4 2-0-0 2-0-0 0-10-62-2-68.00 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 0.09 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 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)4=72/2-0-0, 3=72/2-0-0 Max Horz 4=52(LC 6) Max Uplift 3=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. November 7,2019 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 121_Woods_at_Shelborne Truss V08 Truss Type VALLEY Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195975 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-1amZxnjSjAZGUi32aSh2IPIQEH1_F9TWTzcJdfyLsLP Scale = 1:77.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x8 3x6 4x6 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-8-025-8-0 13-8-10 13-8-10 25-8-0 11-11-6 0-10-112-3-42-3-1210.00 12 Plate Offsets (X,Y)-- [1:0-1-1,0-1-4], [14:0-3-0,0-3-0], [17:0-0-0,0-1-4] 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 0.23 0.14 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 6-13: 2x4 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. WEBS 1 Row at midpt 6-13, 5-14, 7-12 REACTIONS.All bearings 25-8-0. (lb) - Max Horz 17=223(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 13, 14, 15, 16, 12, 11 except 17=-215(LC 7) Max Grav All reactions 250 lb or less at joint(s) 17, 10 except 13=434(LC 1), 14=509(LC 13), 15=405(LC 1), 16=252(LC 13), 12=505(LC 14), 11=417(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-277/260, 5-6=-167/318, 6-7=-138/309 WEBS 6-13=-327/126, 5-14=-259/132, 7-12=-255/129, 8-11=-254/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 13-8-10, Exterior(2) 13-8-10 to 16-8-10, Interior(1) 16-8-10 to 25-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 13, 14, 15, 16, 12, 11 except (jt=lb) 17=215. November 7,2019 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 121_Woods_at_Shelborne Truss V09 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195976 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-VmKx87k4UUh76seE7ACHqcqaMhMc_atfidLs95yLsLO Scale = 1:65.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x6 4x6 3x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-2-625-2-6 13-1-8 13-1-8 25-2-6 12-0-14 0-0-410-11-40-10-810.00 12 Plate Offsets (X,Y)-- [8:0-5-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.18 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 95 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 *Except* 5-12: 2x4 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. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 25-2-6. (lb) - Max Horz 1=186(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 14, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 9, 1 except 12=379(LC 1), 14=486(LC 13), 15=478(LC 1), 11=504(LC 14), 10=420(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-15=-291/149, 6-11=-255/128, 7-10=-253/143 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 13-1-8, Exterior(2) 13-1-8 to 16-1-8, Interior(1) 16-1-8 to 25-0-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 14, 15, 11, 10. November 7,2019 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 121_Woods_at_Shelborne Truss V10 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195977 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-zzuKMTliFnp_j0DQhtkWNqNnx4iWj3lowH5QhXyLsLN Scale = 1:62.9 1 2 3 4 5 6 7 13 12 1110 9 8 14 15 16 173x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-0-923-0-9 11-6-4 11-6-4 23-0-9 11-6-4 0-0-49-7-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.14 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-0-9. (lb) - Max Horz 1=157(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=383(LC 1), 12=500(LC 13), 13=339(LC 1), 9=500(LC 14), 8=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-262/135, 5-9=-262/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-6-4, Interior(1) 3-6-4 to 11-6-4, Exterior(2) 11-6-4 to 14-6-4, Interior(1) 14-6-4 to 22-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 13, 9, 8. November 7,2019 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 121_Woods_at_Shelborne Truss V11 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195978 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-zzuKMTliFnp_j0DQhtkWNqNnr4iCj3uowH5QhXyLsLN Scale = 1:51.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-10-219-10-2 9-11-1 9-11-1 19-10-2 9-11-1 0-0-48-3-30-0-410.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [6:0-0-0,0-0-0] 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-S 0.16 0.16 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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.All bearings 19-10-2. (lb) - Max Horz 1=-134(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 13, 8 except 11=400(LC 1), 12=429(LC 13), 9=429(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-268/138, 5-9=-268/138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 9-11-1, Exterior(2) 9-11-1 to 12-11-1, Interior(1) 12-11-1 to 19-5-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 13, 9, 8. November 7,2019 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 121_Woods_at_Shelborne Truss V12 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195979 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-R9RiZplL05xrL9odFbFlw1wyDU2cSXDy9xqzEzyLsLM Scale = 1:43.8 1 2 3 4 5 9 8 7 6 10 11 12 13 14 153x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 16-7-1216-7-12 8-3-14 8-3-14 16-7-12 8-3-14 0-0-46-11-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.15 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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.All bearings 16-7-12. (lb) - Max Horz 1=-112(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=387(LC 1), 9=426(LC 13), 6=426(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-280/144, 4-6=-280/144 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 8-3-14, Exterior(2) 8-3-14 to 11-3-14, Interior(1) 11-3-14 to 16-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. November 7,2019 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 121_Woods_at_Shelborne Truss V13 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195980 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-vL?4n9mznP3izJNppIm_SFS7zuPkB?B5ObaWmQyLsLL Scale = 1:35.7 1 2 3 4 5 8 7 6 9 10 1112 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-5-513-5-5 6-8-11 6-8-11 13-5-5 6-8-11 0-0-45-7-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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.All bearings 13-5-5. (lb) - Max Horz 1=-89(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=306(LC 13), 6=306(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 6-8-11, Exterior(2) 6-8-11 to 9-8-11, Interior(1) 9-8-11 to 13-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. November 7,2019 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 121_Woods_at_Shelborne Truss V14 Truss Type GABLE Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195981 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-vL?4n9mznP3izJNppIm_SFS6ouOLB?X5ObaWmQyLsLL Scale = 1:27.4 1 2 3 4 5 6 7 8 3x6 4x6 3x6 2x4 10-2-1510-2-15 5-1-8 5-1-8 10-2-15 5-1-8 0-0-44-3-40-0-410.00 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 0.19 0.18 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 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=208/10-2-15, 3=208/10-2-15, 4=339/10-2-15 Max Horz 1=-66(LC 7) Max Uplift 1=-12(LC 9), 3=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-1-8, Exterior(2) 5-1-8 to 8-1-8, Interior(1) 8-1-8 to 9-10-2 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. November 7,2019 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 121_Woods_at_Shelborne Truss V15 Truss Type Valley Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195982 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-OXZS_VnbYiBZbTx?M0HD?S?IzIgywT_FcFJ4IsyLsLK Scale = 1:20.3 1 2 3 2x4 3x4 2x4 0-0-50-0-5 7-0-97-0-4 3-6-4 3-6-4 7-0-9 3-6-4 0-0-42-11-40-0-410.00 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 0.17 0.41 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=250/6-11-15, 3=250/6-11-15 Max Horz 1=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. November 7,2019 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 121_Woods_at_Shelborne Truss V16 Truss Type Valley Qty 1 Ply 1 121 Woods at Shelborne Job Reference (optional) I39195983 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 6 15:44:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:tr?DsnMXv7Q_ZfUhzzuQPzyhONd-OXZS_VnbYiBZbTx?M0HD?S?JAIjvwT_FcFJ4IsyLsLK Scale = 1:10.8 1 2 3 2x4 2x4 2x4 0-0-50-0-5 3-10-23-9-13 1-11-1 1-11-1 3-10-2 1-11-1 0-0-41-7-40-0-410.00 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 0.09 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-10-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=131/3-9-9, 3=131/3-9-9 Max Horz 1=23(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. November 7,2019 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