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HomeMy WebLinkAboutI39135412.124_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 1,2019 Liu, Xuegang Pages or sheets covered by this seal: I39135412 thru I39135490 My license renewal date for the state of Indiana is July 31, 2020. 124_Woods_at_Shelborne 124 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 124_Woods_at_Shelborne Truss GE01 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135412 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-5DHcKOQZfSEHabHRYYPwvAxzIwktcx?7ch3uf3yNav3 Scale = 1:13.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 1-3-8 1-3-8 1-2-02-1-109.00 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) 1 1 4 l/defl n/r n/r n/a L/d 180 120 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 1-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=138/1-3-8, 4=9/1-3-8 Max Horz 5=58(LC 5) Max Uplift 5=-34(LC 6), 4=-43(LC 5) Max Grav 5=138(LC 1), 4=47(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss GE02 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135413 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-5DHcKOQZfSEHabHRYYPwvAxzuwkocx?7ch3uf3yNav3 Scale = 1:15.0 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 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 0.12 0.03 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 180 120 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=68(LC 5) Max Uplift 5=-26(LC 6), 4=-32(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss GE02A Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135414 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ZPr_XkRBQlM8Clsd5Gw9SOU8dJ41LOFHrLpRBVyNav2 Scale = 1:15.0 Sheet Back Full Sheathing1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 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 0.12 0.03 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 180 120 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=68(LC 5) Max Uplift 5=-26(LC 6), 4=-32(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss GE03 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135415 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-1bPMl4RpB3U?pvRpfzRO_b1B3jMj4onQ3?Y?kxyNav1 Scale: 1/4"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x6 3x6 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-8-88-8-8 -0-11-0 0-11-0 4-4-4 4-4-4 8-8-8 4-4-4 9-7-8 0-11-0 4-1-07-4-34-1-09.00 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 0.59 0.26 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 8-9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 155 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 8-8-8. (lb) - Max Horz 16=-208(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 12 except 16=-242(LC 4), 10=-241(LC 5), 15=-290(LC 5), 11=-289(LC 4) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 12 except 15=323(LC 4), 11=322(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12 except (jt=lb) 16=242, 10=241, 15=290, 11=289. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss GE04 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135416 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VozkyQSSyNcrR20?DhydXpZSJ7jTpIRZIfIYGOyNav0 Scale = 1:12.7 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 4-4-84-4-8 -0-11-0 0-11-0 4-4-8 4-4-8 0-8-81-11-130-3-83.50 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-10] 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-MSH 0.23 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=237/0-3-8, 4=157/0-1-8 Max Horz 5=58(LC 6) Max Uplift 5=-41(LC 4), 4=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 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) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss GE05 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135417 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-z_X7AmT4jgki3CbCnOUs406Z6X0JYiVjXJ16oqyNav? Scale = 1:40.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 10 9 8 23 24 25 26 27 28 29 30 31 4x6 2x4 2x4 3x6 3x4 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 1-9-06-11-8 6-11-8 13-11-0 6-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-2-06-4-101-2-09.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [5:0-1-8,0-1-8], [8:Edge,0-1-8], [10:Edge,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-MSH 0.49 0.38 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.12 0.01 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 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* 2-10,6-8: 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.(lb/size)10=553/0-5-8, 8=553/0-3-8 Max Horz 10=154(LC 4) Max Uplift 10=-241(LC 5), 8=-241(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-517/188, 4-5=-517/188 BOT CHORD 9-10=-160/334, 8-9=-147/334 WEBS 9-23=-104/310, 4-23=-104/310, 3-10=-647/231, 5-8=-647/231 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=241, 8=241. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 105 lb up at 0-9-5, and 37 lb down and 105 lb up at 13-1-11 on top chord, and 19 lb up at 0-9-5, 50 lb up at 1-11-8, 50 lb up at 3-11-8, 50 lb up at 5-11-8, 50 lb up at 7-11-8, 50 lb up at 9-11-8, and 50 lb up at 11-11-8, and 19 lb up at 13-1-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-10=-20 Continued on page 2 November 1,2019 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 124_Woods_at_Shelborne Truss GE05 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135417 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:46 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-z_X7AmT4jgki3CbCnOUs406Z6X0JYiVjXJ16oqyNav? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=35(F) 5=35(F) 24=5(F) 25=5(F) 26=5(F) 27=5(F) 28=5(F) 29=5(F) 30=5(F) 31=5(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 124_Woods_at_Shelborne Truss GE06 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135418 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RA4VN5UiU_sZgMAOK5?5cEfelxK8H?CsmznfKGyNav_ Scale = 1:55.1 Sheet Back Left Option 6-5-13 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 13 12 11 10 3132 33 34 35 36 4x6 4x6 3x8 4x6 2x4 2x4 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 3x8 4x6 6-5-131-9-06-5-13 6-5-13 10-11-12 4-5-15 21-11-8 10-11-12 -0-11-0 0-11-0 5-6-4 5-6-4 10-11-12 5-5-9 15-0-0 4-0-4 16-5-5 1-5-5 21-11-8 5-6-3 22-10-8 0-11-0 1-2-09-4-131-2-09.00 12 Plate Offsets (X,Y)-- [13:Edge,0-2-0], [22:0-1-7,0-0-0], [32:0-3-15,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.88 0.47 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.15 -0.22 0.02 (loc) 11-13 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 243 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* 5-11,3-32: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 31, 32 REACTIONS.(lb/size)10=924/0-3-8, 13=875/0-5-8 Max Horz 13=221(LC 15) Max Uplift 10=-110(LC 6), 13=-260(LC 5) Max Grav 10=927(LC 11), 13=875(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/152, 3-4=-1043/163, 4-5=-813/180, 5-6=-723/192, 6-7=-789/176, 7-8=-370/130, 8-10=-380/147 BOT CHORD 11-13=-180/572, 10-11=-48/714 WEBS 11-31=-138/544, 5-31=-128/566, 4-32=-258/176, 3-13=-826/129, 7-10=-668/112 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=110, 13=260. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 105 lb up at 0-9-5 on top chord, and 19 lb up at 0-9-5, 50 lb up at 1-9-12, 50 lb up at 3-9-12, and 50 lb up at 5-9-12, and 50 lb up at 7-9-12 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 8-9=-60, 10-13=-20 Continued on page 2 November 1,2019 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 124_Woods_at_Shelborne Truss GE06 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135418 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:47 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RA4VN5UiU_sZgMAOK5?5cEfelxK8H?CsmznfKGyNav_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=5(B) 3=35(B) 33=5(B) 34=5(B) 35=5(B) 36=5(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 124_Woods_at_Shelborne Truss GE07 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135419 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-NZCFonVy?b6HwgKnSW1Zhfk2fk3Pl_A9DHGmO9yNauy Scale = 1:55.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 12 11 10 9 8 48 16 1715 46 1413 18 47 49 50 51 52 53 54 55 56 57 58 59 4x6 3x4 4x6 3x6 3x6 2x4 4x6 4x6 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 8x8 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 8x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-4-01-9-02-0-0 3-0-05-9-9 5-9-9 14-1-7 8-3-14 19-11-0 5-9-9 -0-11-0 0-11-0 3-1-6 3-1-6 9-11-8 6-10-1 16-9-9 6-10-1 19-11-0 3-1-7 20-10-0 0-11-0 1-2-08-7-101-2-09.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12], [3:0-4-0,0-2-4], [4:0-3-0,Edge], [4:0-1-8,0-1-8], [5:0-4-0,0-2-4], [6:0-2-0,0-0-12], [14:0-1-8,0-1-8], [17:0-1-8,0-1-8], [22:0-1-12,0-1-8], [32:0-1-12,0-1-8], [39:0-0-0,0-1-4], [39:0-2-0,0-0-4], [40:0-0-0,0-1-4], [42:0-1-4,0-0-0], [44:0-1-4,0-0-0] 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-MSH 0.60 0.29 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.11 0.02 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 282 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* 4-9,4-11: 2x4 SPF No.2 14-15,16-17,22-32,39-40,41-42,43-44,4-45: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 46, 47, 48, 49 REACTIONS.(lb/size)12=785/0-3-8, 8=785/0-3-8 Max Horz 12=203(LC 15) Max Uplift 12=-326(LC 5), 8=-326(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-856/394, 4-5=-856/393 BOT CHORD 11-12=-288/694, 9-11=-119/472, 8-9=-206/694 WEBS 4-48=-224/329, 16-48=-224/328, 9-16=-220/323, 11-15=-221/323, 15-46=-224/328, 4-46=-224/329, 12-13=-935/291, 3-13=-894/283, 5-18=-894/283, 8-18=-935/291 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 3-7-14 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=326, 8=326. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 105 lb up at 0-9-5, and 37 lb down and 105 lb up at 19-1-11 on top chord, and 19 lb up at 0-9-5, 50 lb up at 1-11-8, 50 lb up at 3-11-8, 50 lb up at 5-11-8, 50 lb up at 7-11-8, 50 lb up at 9-11-8, 50 lb up at 11-11-8, 50 lb up at 13-11-8, 50 lb up at 15-11-8, and 50 lb up at 17-11-8, and 19 lb up at 19-1-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 November 1,2019 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 124_Woods_at_Shelborne Truss GE07 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135419 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-NZCFonVy?b6HwgKnSW1Zhfk2fk3Pl_A9DHGmO9yNauy 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, 4-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 10=5(B) 9=5(B) 11=5(B) 50=35(B) 51=35(B) 52=5(B) 53=5(B) 54=5(B) 55=5(B) 56=5(B) 57=5(B) 58=5(B) 59=5(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 124_Woods_at_Shelborne Truss GE08 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135420 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-KxK0DTXCXDN?9_T9Zx31m4pRkYj2Dz2SgblsS1yNauw Scale = 1:38.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 10 9 8 11 24 25 26 27 28 29 30 31 4x6 2x4 2x4 3x6 3x4 2x4 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-7-86-7-8 13-3-06-7-8 -0-11-0 0-11-0 6-7-8 6-7-8 13-3-0 6-7-8 14-2-0 0-11-0 1-2-06-1-101-2-09.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [5:0-1-8,0-1-8], [8:0-2-12,0-1-8], [10:0-2-12,0-1-8] 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-MSH 0.43 0.34 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.10 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 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* 2-10,6-8: 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.(lb/size)10=527/0-5-8, 8=525/0-3-8 Max Horz 10=148(LC 4) Max Uplift 10=-233(LC 5), 8=-248(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-489/180, 4-5=-489/180 BOT CHORD 9-10=-147/306, 8-9=-137/306 WEBS 9-11=-100/295, 4-11=-100/295, 3-10=-594/216, 5-8=-595/209 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=233, 8=248. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 105 lb up at 0-9-5, and 37 lb down and 105 lb up at 12-5-11 on top chord, and 19 lb up at 0-9-5, 50 lb up at 1-11-8, 50 lb up at 3-11-8, 50 lb up at 5-11-8, 50 lb up at 7-11-8, 50 lb up at 9-11-8, and 50 lb up at 11-11-8, and 19 lb up at 12-5-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-10=-20 Continued on page 2 November 1,2019 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 124_Woods_at_Shelborne Truss GE08 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135420 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:51 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-KxK0DTXCXDN?9_T9Zx31m4pRkYj2Dz2SgblsS1yNauw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=35(F) 5=35(F) 24=5(F) 25=5(F) 26=5(F) 27=5(F) 28=5(F) 29=5(F) 30=5(F) 31=5(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 124_Woods_at_Shelborne Truss J01 Truss Type JACK-OPEN Qty 25 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135421 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-o8uOQpYrIWVsn72M7faGJHMf1y7CyTUbvFUQ?UyNauv Scale = 1:11.7 1 2 3 5 4 2x4 2x4 1-0-01-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 1-1-01-9-08.00 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-MR 0.20 0.09 0.00 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: 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, 4=1/Mechanical Max Horz 5=68(LC 6) Max Uplift 5=-3(LC 6), 4=-46(LC 6) Max Grav 5=132(LC 1), 4=15(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. November 1,2019 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 124_Woods_at_Shelborne Truss J02 Truss Type JACK-OPEN Qty 4 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135422 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GKSme9YT3qdjPHdYhM6VsVvrULU4hwjl8vEzXwyNauu Scale = 1:11.7 1 2 5 3 4 2x4 2x4 1-1-141-1-14 -1-4-9 1-4-9 1-1-14 1-1-14 1-2-01-8-155.98 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-MR 0.16 0.05 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 1-1-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=194/0-7-7, 3=-25/Mechanical, 4=3/Mechanical Max Horz 5=62(LC 6) Max Uplift 5=-42(LC 6), 3=-25(LC 1), 4=-14(LC 6) Max Grav 5=194(LC 1), 3=7(LC 4), 4=18(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss J03 Truss Type JACK-CLOSED Qty 30 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135423 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kW08rVZ5q8la0RCkF3dkOiR?AlpFQNzuNZzX3MyNaut Scale = 1:23.4 1 2 3 5 4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 3-10-8 3-10-8 1-2-04-0-143-9-60-3-84-0-149.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-10] 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-MR 0.16 0.12 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: 15 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 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=216/0-3-8, 4=138/0-1-8 Max Horz 5=119(LC 5) Max Uplift 5=-18(LC 6), 4=-45(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss J04 Truss Type JACK-OPEN Qty 3 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135424 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-kW08rVZ5q8la0RCkF3dkOiR?ElqJQNzuNZzX3MyNaut Scale = 1:11.7 1 2 5 3 4 2x4 2x4 1-1-141-1-14 -1-4-9 1-4-9 1-1-14 1-1-14 1-2-01-8-155.98 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-MR 0.16 0.05 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 1-1-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=194/0-4-7, 3=-25/Mechanical, 4=3/Mechanical Max Horz 5=62(LC 6) Max Uplift 5=-42(LC 6), 3=-25(LC 1), 4=-14(LC 6) Max Grav 5=194(LC 1), 3=7(LC 4), 4=18(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss J05 Truss Type JACK-CLOSED Qty 2 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135425 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-gv7vGAbLMl?IGlM7MUfCT7XLtZVluHTBqsSd8FyNaur Scale = 1:21.8 1 2 3 4 6 5 2x4 2x4 3x4 2x4 2x4 0-1-131-11-4 1-11-4 3-10-8 1-11-4 -0-11-0 0-11-0 3-5-5 3-5-5 3-10-8 0-5-3 1-2-03-7-33-9-03-3-110-3-83-7-39.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-1-14,0-0-11] 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-MR 0.15 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 3-10-8 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)6=216/0-3-8, 5=138/0-1-8 Max Horz 6=108(LC 5) Max Uplift 6=-23(LC 6), 5=-38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss J06 Truss Type JACK-CLOSED GIRDER Qty 2 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135426 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-85hHTWcz7378tvxJwCAR0L3WczpfdkUL3WCBghyNauq Scale = 1:14.9 1 2 3 4 7 6 58 2x4 2x4 4x6 2x4 2x4 2x4 0-1-41-8-0 1-8-0 3-10-8 2-2-8 -0-11-0 0-11-0 1-8-0 1-8-0 3-10-8 2-2-8 1-2-02-3-122-5-02-3-120-3-89.00 12 Plate Offsets (X,Y)-- [5:0-1-15,0-0-11] 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-MSH 0.15 0.20 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.00 (loc) 6 5-6 5 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 3-10-8 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=215/0-3-8, 5=137/0-1-8 Max Horz 7=82(LC 5) Max Uplift 7=-41(LC 5), 5=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 42 lb up at 1-8-0 on top chord, and 2 lb up at 1-8-0, and 2 lb down and 16 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=2(F) 8=0(F) November 1,2019 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 124_Woods_at_Shelborne Truss J07 Truss Type JACK-OPEN Qty 12 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135427 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-85hHTWcz7378tvxJwCAR0L3WrzsrdkjL3WCBghyNauq Scale = 1:15.1 1 2 5 3 42x4 2x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 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-MR 0.13 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: 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=153/0-3-8, 3=41/Mechanical, 4=17/Mechanical Max Horz 5=81(LC 6) Max Uplift 5=-6(LC 6), 3=-33(LC 6), 4=-5(LC 6) Max Grav 5=153(LC 1), 3=41(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss J08 Truss Type JACK-OPEN Qty 2 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135428 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-dIFfhscbuMF?V2WVUvhgZYcggMArMBzUHAxkC7yNaup Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-5-152-5-15 -1-4-9 1-4-9 2-5-15 2-5-15 1-2-02-4-150-4-112-0-42-4-155.98 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-MR 0.19 0.08 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 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=211/0-4-7, 3=46/Mechanical, 4=20/Mechanical Max Horz 5=82(LC 6) Max Uplift 5=-36(LC 6), 3=-47(LC 6) Max Grav 5=211(LC 1), 3=46(LC 1), 4=44(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 35 lb up at 2-5-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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: 3=-1(B) November 1,2019 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 124_Woods_at_Shelborne Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135429 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-5Up1uCdEfgNs7C4i1dDv5m9rQmW55eCdWqhIlayNauo Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-5-152-5-15 -1-4-9 1-4-9 2-5-15 2-5-15 1-2-02-4-155.98 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-MR 0.19 0.08 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 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=211/0-4-7, 3=46/Mechanical, 4=20/Mechanical Max Horz 5=82(LC 6) Max Uplift 5=-36(LC 6), 3=-47(LC 6) Max Grav 5=211(LC 1), 3=46(LC 1), 4=44(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 35 lb up at 2-5-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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: 3=-1(F) November 1,2019 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 124_Woods_at_Shelborne Truss J10 Truss Type JACK-OPEN Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135430 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:56:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-5Up1uCdEfgNs7C4i1dDv5m9rQmW45eCdWqhIlayNauo Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-5-152-5-15 -1-4-9 1-4-9 2-5-15 2-5-15 1-2-02-4-150-4-112-0-42-4-155.98 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-MR 0.19 0.08 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 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=211/0-4-7, 3=45/Mechanical, 4=20/Mechanical Max Horz 5=82(LC 6) Max Uplift 5=-36(LC 6), 3=-27(LC 6) Max Grav 5=211(LC 1), 3=45(LC 1), 4=44(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss J11 Truss Type JACK-OPEN Qty 2 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135431 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ZgNP6YesQ_VjkMfubKk8ezh15AtYq4SnlUQrH0yNaun Scale = 1:15.1 1 2 5 3 42x4 2x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-08.00 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-MR 0.13 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: 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=153/0-3-8, 3=41/Mechanical, 4=17/Mechanical Max Horz 5=81(LC 6) Max Uplift 5=-6(LC 6), 3=-33(LC 6), 4=-5(LC 6) Max Grav 5=153(LC 1), 3=41(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss J12 Truss Type JACK-OPEN Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135432 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ZgNP6YesQ_VjkMfubKk8ezh0BAsJq4SnlUQrH0yNaun Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-5-152-5-15 -1-4-7 1-4-7 2-5-15 2-5-15 1-2-02-4-155.98 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-MR 0.19 0.08 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 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=210/0-4-7, 3=45/Mechanical, 4=20/Mechanical Max Horz 5=82(LC 6) Max Uplift 5=-36(LC 6), 3=-27(LC 6) Max Grav 5=210(LC 1), 3=45(LC 1), 4=44(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss M01 Truss Type MONOPITCH Qty 6 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135433 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-1txoJufUBHdaMWE492FNABECvaDAZXiw_8AOpSyNaum Scale = 1:13.7 1 2 3 5 4 2x4 2x4 2x4 2x4 1-3-81-3-8 -0-11-0 0-11-0 1-3-8 1-3-8 1-2-02-1-101-10-20-3-82-1-109.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-10] 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-MR 0.13 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=138/0-3-8, 4=9/0-1-8 Max Horz 5=59(LC 6) Max Uplift 5=-5(LC 6), 4=-36(LC 6) Max Grav 5=138(LC 1), 4=20(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135434 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-V3UAWEf6xblR_gpHjlmcjOmHR_UXI_Q4CovyLvyNaul Scale = 1:17.4 1 2 3 5 4 2x4 3x6 2x4 6-3-86-3-8 -0-11-0 0-11-0 6-3-8 6-3-8 0-8-82-6-80-3-83.50 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-9] 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-MSH 0.53 0.35 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.00 (loc) 4-5 4-5 l/defl >999 >396 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 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 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=311/0-3-8, 4=236/0-1-8 Max Horz 5=75(LC 6) Max Uplift 5=-44(LC 4), 4=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-259/144 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss M02A Truss Type MONOPITCH Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135435 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-V3UAWEf6xblR_gpHjlmcjOmHs_UOI_P4CovyLvyNaul Scale = 1:17.4 1 2 4 3 2x4 3x6 2x4 6-3-86-3-8 6-3-8 6-3-8 0-8-82-6-80-3-83.50 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-9] 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-MSH 0.57 0.36 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.00 (loc) 3-4 3-4 l/defl >999 >384 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* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=242/0-3-8, 3=242/0-1-8 Max Horz 4=61(LC 6) Max Uplift 4=-9(LC 4), 3=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 3 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) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss M03 Truss Type MONOPITCH Qty 5 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135436 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zF2YkagkivtIbqOTGSHrGcJYwNvP1R3DRSfVuLyNauk Scale = 1:15.0 1 2 3 5 4 2x4 2x4 3x4 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 Plate Offsets (X,Y)-- [4:0-2-0,0-0-11] 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-MSH 0.16 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/0-3-8, 4=49/0-1-8 Max Horz 5=79(LC 6) Max Uplift 5=-8(LC 6), 4=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss M04 Truss Type MONOPITCH Qty 4 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135437 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zF2YkagkivtIbqOTGSHrGcJSxNqc1RfDRSfVuLyNauk Scale = 1:17.6 1 2 3 5 4 2x4 3x6 2x4 6-4-86-4-8 -0-11-0 0-11-0 6-4-8 6-4-8 0-8-82-6-130-3-83.50 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-10] 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-MSH 0.54 0.36 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.00 (loc) 4-5 4-5 l/defl >999 >380 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* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=314/0-3-8, 4=239/0-1-8 Max Horz 5=76(LC 6) Max Uplift 5=-45(LC 4), 4=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/144 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss M05 Truss Type MONOPITCH Qty 6 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135438 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-RScwxvhMTC?9DzzfqAo4opsiWnCwmu8Mg6O3QnyNauj Scale = 1:12.7 1 2 3 5 4 2x4 3x6 2x4 4-4-84-4-8 -0-11-0 0-11-0 4-4-8 4-4-8 0-8-81-11-130-3-83.50 12 Plate Offsets (X,Y)-- [4:0-1-15,0-0-10] 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-MSH 0.23 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.00 (loc) 4-5 4-5 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 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 4-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=237/0-3-8, 4=157/0-1-8 Max Horz 5=58(LC 6) Max Uplift 5=-41(LC 4), 4=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T01 Truss Type COMMON Qty 5 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135439 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-weAI9Fi?EW80r7YrOtJJL1OnIBQtVEkWum8cyDyNaui Scale = 1:52.9 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 2x4 4x6 4x6 2x4 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 3-10-14 3-10-14 9-11-8 6-0-10 16-0-2 6-0-10 19-11-0 3-10-14 20-10-0 0-11-0 1-2-08-7-101-2-09.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-1-12,0-1-8] 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-MSH 0.62 0.69 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.03 (loc) 9-11 9-11 8 l/defl >999 >505 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 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=206(LC 5) Max Uplift 11=-61(LC 6), 8=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-737/121, 4-5=-737/121 BOT CHORD 9-11=-74/639, 8-9=-5/639 WEBS 4-9=-19/479, 3-11=-761/102, 5-8=-761/102 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T03 Truss Type COMMON Qty 3 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135440 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-weAI9Fi?EW80r7YrOtJJL1On0BQKVE1Wum8cyDyNaui Scale = 1:52.9 1 2 3 4 5 6 10 9 8 7 4x6 2x4 3x6 3x4 3x8 3x4 3x6 2x4 4x6 9-11-89-11-8 19-5-09-5-8 -0-11-0 0-11-0 3-10-13 3-10-13 9-11-8 6-0-11 16-0-2 6-0-10 19-5-0 3-4-14 1-2-08-7-101-6-89.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [7:0-2-12,0-1-8] 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-MSH 0.63 0.66 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.02 (loc) 8-10 8-10 7 l/defl >999 >471 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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* 6-7,2-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=763/0-3-8, 10=831/0-3-8 Max Horz 10=220(LC 5) Max Uplift 7=-26(LC 7), 10=-61(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-709/119, 4-5=-709/119 BOT CHORD 8-10=-89/621, 7-8=-25/565 WEBS 4-8=-18/451, 5-7=-779/109, 3-10=-734/103 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 10. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T04 Truss Type COMMON Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135441 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-OqkhMbjd?qGtSH72ybrYtExxkbmMEirf7Qt9UgyNauh Scale = 1:52.9 1 2 3 4 5 9 8 7 6 4x6 5x6 3x6 3x4 2x4 3x8 2x4 4x6 9-11-89-11-8 16-11-87-0-0 -0-11-0 0-11-0 3-10-13 3-10-13 9-11-8 6-0-11 16-11-8 7-0-0 1-2-08-7-103-4-109.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-3-0,0-1-12], [9:0-2-12,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.70 0.67 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.01 (loc) 7-9 7-9 6 l/defl >891 >354 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 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* 5-6,2-9: 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)6=665/Mechanical, 9=732/0-3-8 Max Horz 9=243(LC 5) Max Uplift 6=-27(LC 6), 9=-56(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/26, 3-4=-560/113, 4-5=-568/104, 5-6=-615/72 BOT CHORD 7-9=-128/520 WEBS 4-7=0/299, 5-7=-13/347, 3-9=-584/99 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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) 6, 9. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T05 Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135442 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-s0I3axjFm7Ok4RiEVIMnQSU7v?4Vz2jpM4dj16yNaug Scale = 1:65.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 5x6 3x6 3x4 3x8 MT18HS4x8 3x4 3x4 3x4 4x8 6x6 3x4 6x6 5x6 3x8 MT18HS0-1-146-8-13 6-8-13 17-11-8 11-2-11 29-2-3 11-2-11 35-11-0 6-8-13 -0-11-0 0-11-0 6-8-13 6-8-13 14-1-8 7-4-11 21-9-8 7-8-0 29-2-3 7-4-11 35-11-0 6-8-13 36-10-0 0-11-0 1-1-05-5-05-6-141-1-05-5-08.00 12 Plate Offsets (X,Y)-- [3:0-3-3,Edge], [7:0-3-3,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-MSH 0.61 0.81 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.78 0.10 (loc) 11-13 11-13 10 l/defl >999 >548 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 132 lb FT = 20% GRIP 197/144 197/144 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* 2-16,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-14 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 9-10-14 oc bracing. WEBS 1 Row at midpt 4-15, 6-11 REACTIONS.(lb/size)16=1489/0-3-8, 10=1489/0-3-8 Max Horz 16=-132(LC 4) Max Uplift 16=-97(LC 5), 10=-97(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1941/187, 3-4=-1526/197, 4-6=-2488/261, 6-7=-1526/197, 7-8=-1941/187, 2-16=-1438/180, 8-10=-1438/180 BOT CHORD 15-16=-173/300, 13-15=-337/2398, 11-13=-304/2398, 10-11=-92/300 WEBS 3-15=-13/657, 4-15=-1116/265, 4-13=0/300, 6-13=0/300, 6-11=-1116/265, 7-11=-13/657, 2-15=-172/1263, 8-11=-177/1263 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T05A Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135443 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-KDsRnHktXRWbibGQ30t0zf0DsORnia2ybkMGZYyNauf Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 5x6 3x12 5x6 3x6 3x8 3x6 2x4 3x8 3x8 3x6 3x6 4x6 4x6 3x6 3x6 8-11-138-11-13 17-11-88-11-11 26-11-38-11-11 35-11-08-11-13 -0-11-0 0-11-0 4-7-2 4-7-2 8-11-13 4-4-10 17-11-8 8-11-11 26-11-3 8-11-11 31-3-14 4-4-10 35-11-0 4-7-2 36-10-0 0-11-0 1-1-07-0-141-1-07-0-148.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-2-8], [7:0-3-8,0-2-8] 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-MSH 0.92 0.74 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.41 0.12 (loc) 16-17 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 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* 5-16,5-12: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-12, 3-17, 8-11 REACTIONS.(lb/size)17=1489/0-3-8, 11=1489/0-3-8 Max Horz 17=169(LC 5) Max Uplift 17=-55(LC 6), 11=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/82, 3-4=-1791/216, 4-5=-1442/211, 5-7=-1442/211, 7-8=-1791/216, 8-9=-362/82, 2-17=-370/108, 9-11=-370/108 BOT CHORD 16-17=-198/1429, 14-16=-203/1960, 12-14=-203/1960, 11-12=-63/1429 WEBS 4-16=0/604, 5-16=-726/194, 5-14=0/341, 5-12=-726/194, 7-12=0/604, 3-17=-1584/134, 8-11=-1584/134 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T05B Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135444 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-oPQp?dlVIleSJlrddjOFVtZOxonQR_J6pO6p5?yNaue Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 5x6 5x6 3x8 3x8 3x4 2x4 3x8 3x8 3x4 3x6 4x8 4x8 3x6 3x8 0-1-1411-2-13 11-2-13 17-11-8 6-8-11 24-8-3 6-8-11 35-11-0 11-2-13 -0-11-0 0-11-0 5-9-11 5-9-11 11-2-13 5-5-2 17-11-8 6-8-11 24-8-3 6-8-11 30-1-5 5-5-2 35-11-0 5-9-11 36-10-0 0-11-0 1-1-08-5-08-6-141-1-08-5-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-3,Edge], [6:0-3-3,Edge], [8:0-3-0,0-1-4], [10:Edge,0-1-12], [16:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.96 0.72 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.77 0.09 (loc) 15-16 15-16 10 l/defl >999 >559 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 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-11: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-13 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS.(lb/size)16=1489/0-3-8, 10=1489/0-3-8 Max Horz 16=-202(LC 4) Max Uplift 16=-68(LC 6), 10=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-484/91, 3-4=-1723/220, 4-5=-1358/217, 5-6=-1358/217, 6-7=-1723/220, 7-8=-484/91, 2-16=-452/119, 8-10=-452/119 BOT CHORD 15-16=-168/1456, 13-15=-108/1595, 11-13=-108/1595, 10-11=-59/1456 WEBS 4-15=-12/578, 5-15=-464/175, 5-11=-464/175, 6-11=-12/578, 3-16=-1467/133, 7-10=-1467/133 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T06 Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135445 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GbzBCzm732mIxuQpBRvU246cuC7GAUDF22rNdRyNaud Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x6 5x8 5x8 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x4 3x4 3x6 3x6 3x8 3x8 3x6 3x6 6-10-26-10-2 13-5-136-7-10 22-5-38-11-6 29-0-146-7-10 35-11-06-10-2 -0-11-0 0-11-0 4-7-10 4-7-10 9-0-11 4-5-2 13-5-13 4-5-2 22-5-3 8-11-6 26-10-5 4-5-2 31-3-6 4-5-2 35-11-0 4-7-10 36-10-0 0-11-0 1-1-010-0-141-1-010-0-148.00 12 Plate Offsets (X,Y)-- [4:0-2-7,0-1-8], [5:0-1-12,0-1-8], [6:0-5-4,0-2-4], [7:0-4-8,0-1-12], [8:0-1-12,0-1-8], [9:0-2-7,0-1-8] 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-MSH 0.69 0.68 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.42 0.10 (loc) 15-18 15-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-18: 2x4 SPF No.2, 2-20,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-3 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 8-15, 4-20, 9-13 REACTIONS.(lb/size)20=1489/0-3-8, 13=1489/0-3-8 Max Horz 20=-239(LC 4) Max Uplift 20=-78(LC 6), 13=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-330/101, 4-5=-1811/219, 5-6=-1554/243, 6-7=-1244/235, 7-8=-1554/243, 8-9=-1812/219, 9-11=-330/101, 2-20=-348/118, 11-13=-348/118 BOT CHORD 19-20=-124/1448, 18-19=-79/1402, 15-18=0/1244, 14-15=0/1402, 13-14=-42/1448 WEBS 5-18=-303/142, 6-18=0/488, 7-15=-23/488, 8-15=-303/142, 4-20=-1639/85, 9-13=-1639/85 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T06A Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135446 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-koXaPJmlqMu9Z2??k8QjaIemHcSnvz4OHibwAtyNauc Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x6 5x6 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 4x10 3x6 4x10 3x6 0-1-148-11-13 8-11-13 15-8-13 6-9-0 20-2-3 4-5-6 26-11-3 6-9-0 35-11-0 8-11-13 -0-11-0 0-11-0 8-11-13 8-11-13 15-8-13 6-9-0 20-2-3 4-5-6 26-11-3 6-9-0 35-11-0 8-11-13 36-10-0 0-11-0 1-1-011-5-011-6-141-1-011-5-08.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [3:0-1-12,0-1-8], [5:0-3-0,0-2-0], [6:0-3-3,Edge], [8:0-1-12,0-1-8], [9:0-4-12,0-1-8], [12:0-2-8,0-1-8], [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-MSH 0.71 0.72 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.40 0.07 (loc) 17-18 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-14: 2x4 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-6 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS.(lb/size)18=1487/0-3-8, 11=1487/0-3-8 Max Horz 18=-272(LC 4) Max Uplift 18=-89(LC 6), 11=-89(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/178, 3-5=-1471/247, 5-6=-1115/243, 6-8=-1472/247, 8-9=-1886/178, 2-18=-1402/183, 9-11=-1402/183 BOT CHORD 17-18=-308/506, 15-17=-39/1444, 14-15=0/1115, 12-14=0/1443, 11-12=-126/507 WEBS 3-17=0/261, 3-15=-480/162, 5-15=-55/450, 6-14=-36/451, 8-14=-479/162, 8-12=0/260, 2-17=0/943, 9-12=0/942 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T07 Truss Type ROOF SPECIAL Qty 7 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135447 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-C_5ydfnObg00ACaCIrxy7VBwa0pGeQ1YVMKUiJyNaub Scale = 1:79.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x8 5x6 3x12 3x6 3x6 3x6 4x8 3x4 3x8 3x4 3x6 3x6 4x6 3x6 0-3-80-3-8 8-11-138-8-5 17-11-88-11-11 26-11-38-11-11 35-8-08-8-13 -0-11-0 0-11-0 8-11-13 8-11-13 17-11-8 8-11-11 26-11-3 8-11-11 35-8-0 8-8-13 1-1-013-0-111-3-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [3:0-1-12,0-1-8], [7:0-1-12,0-1-8], [8:0-2-0,0-1-12], [10:0-2-8,0-1-8], [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-MSH 0.81 0.64 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.06 (loc) 14-15 14-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-12,5-12,7-12: 2x4 SPF No.2, 2-15,8-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS.(lb/size)15=1478/0-3-8, 9=1407/Mechanical Max Horz 15=304(LC 5) Max Uplift 15=-94(LC 6), 9=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/170, 3-5=-1364/232, 5-7=-1366/233, 7-8=-1844/166, 2-15=-1396/175, 8-9=-1327/136 BOT CHORD 14-15=-313/446, 12-14=-99/1452, 10-12=-40/1432 WEBS 2-14=0/1012, 3-14=0/289, 3-12=-599/195, 5-12=-91/846, 7-12=-578/195, 7-10=0/255, 8-10=0/1193 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T08 Truss Type COMMON Qty 2 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135448 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-C_5ydfnObg00ACaCIrxy7VBwv0pDeRyYVMKUiJyNaub Scale = 1:79.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x8 5x6 3x8 3x6 3x6 3x8 3x4 3x6 3x4 3x6 3x6 3x6 4x8 4x8 8-11-138-11-13 17-11-88-11-11 26-11-38-11-11 35-11-08-11-13 -0-11-0 0-11-0 8-11-13 8-11-13 17-11-8 8-11-11 26-11-3 8-11-11 35-11-0 8-11-13 36-10-0 0-11-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [3:0-1-12,0-1-8], [7:0-1-12,0-1-8], [8:0-2-12,0-2-0], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.78 0.65 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.07 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,7-13,3-13: 2x4 SPF No.2, 2-16,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 3-13 REACTIONS.(lb/size)16=1487/0-3-8, 10=1487/0-3-8 Max Horz 16=-308(LC 4) Max Uplift 16=-95(LC 6), 10=-95(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1900/172, 3-5=-1379/234, 5-7=-1379/234, 7-8=-1900/172, 2-16=-1405/176, 8-10=-1405/176 BOT CHORD 15-16=-318/447, 13-15=-69/1463, 11-13=0/1463, 10-11=-99/447 WEBS 5-13=-91/859, 7-13=-598/194, 7-11=0/289, 3-13=-598/194, 3-15=0/289, 2-15=0/1022, 8-11=0/1022 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T09 Truss Type ROOF SPECIAL Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135449 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-hAfKq_o0Mz8toM9OsZTBgjk35P9SNtRhk041EmyNaua Scale = 1:79.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 4x8 3x12 5x6 3x12 3x6 3x6 3x4 3x8 3x4 3x6 3x6 4x8 3x6 1-7-81-7-8 8-11-137-4-5 17-11-88-11-11 26-11-38-11-11 35-11-08-11-13 1-7-8 1-7-8 8-11-13 7-4-5 17-11-8 8-11-11 26-11-3 8-11-11 35-11-0 8-11-13 36-10-0 0-11-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [2:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-2-12,0-2-0], [10:0-2-8,0-1-8], [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-MSH 0.95 0.65 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.07 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-15,7-9: 2x6 SPF No.2, 2-12,4-12,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 6-12 REACTIONS.(lb/size)15=1417/Mechanical, 9=1488/0-5-8 Max Horz 15=-304(LC 4) Max Uplift 15=-59(LC 6), 9=-95(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1334/138, 1-2=-1899/168, 2-4=-1383/235, 4-6=-1381/234, 6-7=-1901/172, 7-9=-1406/175 BOT CHORD 14-15=-271/394, 12-14=-71/1473, 10-12=0/1465, 9-10=-99/446 WEBS 1-14=0/1162, 2-14=0/283, 2-12=-609/198, 4-12=-93/866, 6-12=-598/194, 6-10=0/288, 7-10=0/1024 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T10 Truss Type ROOF SPECIAL Qty 4 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135450 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-9NDi2Kpe7HGkQWkaQG_QCwGEmpVj6JfrzgpamCyNauZ Scale = 1:81.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 5x6 3x6 6x6 2x4 2x4 3x6 3x8 5x8 3x8 3x8 3x4 3x6 3x6 6x6 4-4-84-4-8 11-2-06-9-8 17-11-86-9-8 26-8-88-9-0 35-8-08-11-8 4-4-8 4-4-8 8-11-13 4-7-5 17-11-8 8-11-11 26-11-3 8-11-10 35-8-0 8-8-13 0-5-012-4-1113-0-111-3-00-8-08.00 12 Plate Offsets (X,Y)-- [1:0-2-7,0-0-0], [1:0-7-13,0-1-15], [1:Edge,0-3-8], [7:0-1-12,0-1-8], [10:0-2-8,0-1-8], [13:0-2-8,0-1-8], [15:0-5-8,0-3-8] 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-MSH 0.95 0.64 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.45 0.09 (loc) 12-13 12-13 9 l/defl >999 >954 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-12,5-12,7-12: 2x4 SPF No.2, 8-9: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS.(lb/size)1=1423/Mechanical, 9=1419/Mechanical Max Horz 1=293(LC 5) Max Uplift 1=-62(LC 6), 9=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2313/168, 2-3=-2217/232, 3-5=-1381/232, 5-7=-1386/235, 7-8=-1873/169, 8-9=-1338/136 BOT CHORD 1-15=-134/1864, 12-13=-72/1474, 10-12=-17/1456 WEBS 13-15=-59/1354, 3-15=-85/597, 3-12=-602/186, 5-12=-88/862, 7-12=-587/197, 7-10=0/260, 8-10=0/1215 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T11 Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135451 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-dZn4FgpGubOb1gJmz_Vfl8pOPDqtrm7_CKZ8JeyNauY Scale = 1:73.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 5x6 5x6 3x8 5x8 2x4 2x4 3x6 3x6 5x12 3x8 3x4 3x8 3x4 3x6 3x6 6x6 0-1-144-4-8 4-4-8 8-11-14 4-7-6 15-8-13 6-9-0 20-2-3 4-5-6 26-11-3 6-9-0 35-8-0 8-8-13 4-4-8 4-4-8 8-11-14 4-7-6 15-8-13 6-9-0 20-2-3 4-5-6 26-11-3 6-9-0 35-8-0 8-8-13 0-5-010-9-011-6-141-3-00-8-011-5-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-1], [1:0-7-14,0-1-11], [1:0-2-3,0-1-1], [5:0-3-0,0-2-0], [6:0-3-3,Edge], [8:0-1-12,0-1-8], [11:0-2-8,0-1-8], [15:0-2-0,0-1-8], [17:0-6-0,0-3-8] 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-MSH 0.96 0.71 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.38 0.09 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,5-12,6-12,9-10: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-5-8 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-12, 8-12 REACTIONS.(lb/size)1=1423/Mechanical, 10=1419/Mechanical Max Horz 1=257(LC 5) Max Uplift 1=-56(LC 6), 10=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2321/181, 2-3=-2262/265, 3-5=-1473/241, 5-6=-1115/242, 6-8=-1477/249, 8-9=-1861/175, 9-10=-1335/143 BOT CHORD 1-17=-117/1876, 14-15=-41/1446, 12-14=0/1125, 11-12=-19/1438, 10-11=-53/285 WEBS 15-17=-36/1315, 3-17=-113/671, 3-14=-466/150, 5-14=-37/469, 6-12=-44/455, 8-12=-474/166, 9-11=0/1162 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T11A Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135452 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-5lLTT0queuWSfpuzXh0uHLMZtdCOaBl8Q_Ihr5yNauX Scale = 1:71.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 5x6 5x6 3x6 3x6 3x6 3x4 2x4 5x8 6x8 2x4 2x4 3x6 3x4 3x6 4x8 4x8 3x4 6x6 4x8 0-1-148-11-13 8-11-13 13-5-13 4-6-0 20-9-8 7-3-11 22-9-8 2-0-0 26-11-3 4-1-11 35-8-0 8-8-13 8-11-13 8-11-13 13-5-13 4-6-0 20-9-8 7-3-11 22-5-3 1-7-11 22-9-8 0-4-5 26-11-3 4-1-11 35-8-0 8-8-13 1-1-09-11-010-0-141-3-03-0-09-11-08.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-2-0], [3:0-1-12,0-1-8], [4:0-3-0,0-2-0], [6:0-3-0,0-2-0], [8:0-1-12,0-1-8], [12:0-3-8,0-1-12], [14:0-2-0,Edge], [15:0-2-12,0-2-4], [16:Edge,0-2-8], [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-MSH 0.98 0.63 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.45 0.17 (loc) 19-20 19-20 11 l/defl >999 >934 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 5-16,7-13: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-11: 2x4 SPF No.2, 1-20: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-9 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 8-12 REACTIONS.(lb/size)20=1412/Mechanical, 11=1412/Mechanical Max Horz 20=236(LC 5) Max Uplift 20=-44(LC 6), 11=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1865/182, 3-4=-1563/257, 4-5=-1869/236, 5-6=-1871/236, 6-7=-1948/224, 7-8=-2243/241, 8-10=-1847/182, 10-11=-1326/150, 1-20=-1323/152 BOT CHORD 19-20=-238/383, 17-19=-92/1433, 5-15=-493/188, 14-15=0/1739, 7-14=-47/340, 11-12=-55/296 WEBS 3-17=-389/154, 15-17=-74/1307, 4-15=-16/878, 6-15=-201/589, 6-14=-30/443, 12-14=-26/1761, 8-14=-114/510, 8-12=-1047/112, 10-12=0/1136, 1-19=0/1055 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T12 Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135453 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ZyvrgMrWPCeJHzT95PX7qZulw1VMJcwHfe2FNXyNauW Scale: 3/16"=1' 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x6 5x6 5x6 3x6 3x8 3x8 3x6 2x4 3x8 3x8 3x6 4x6 4x8 3x8 0-1-1411-2-13 11-2-13 17-11-8 6-8-11 24-8-3 6-8-11 35-8-0 10-11-13 5-9-7 5-9-7 11-2-13 5-5-6 17-11-8 6-8-11 24-8-3 6-8-11 30-1-7 5-5-4 35-8-0 5-6-9 1-1-08-5-08-6-141-3-08-5-08.00 12 Plate Offsets (X,Y)-- [3:0-3-3,Edge], [5:0-3-3,Edge], [8:Edge,0-2-0], [14:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.96 0.71 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.77 0.09 (loc) 13-14 13-14 8 l/defl >999 >555 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 10-12: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,4-9: 2x4 SPF No.2, 7-8,1-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 4-9, 6-8, 2-14 REACTIONS.(lb/size)8=1415/Mechanical, 14=1415/Mechanical Max Horz 14=201(LC 5) Max Uplift 8=-33(LC 7), 14=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-419/55, 2-3=-1714/219, 3-4=-1349/216, 4-5=-1331/215, 5-6=-1693/218, 6-7=-334/57, 7-8=-287/59, 1-14=-340/60 BOT CHORD 13-14=-180/1455, 11-13=-120/1577, 9-11=-120/1577, 8-9=-87/1401 WEBS 3-13=-13/573, 4-13=-453/175, 4-9=-476/173, 5-9=-12/564, 6-8=-1572/165, 2-14=-1525/170 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T12A Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135454 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-18SDtis8AWmAu71Le62MNmR_lQsa24FQuInovzyNauV Scale: 3/16"=1' 1 2 3 4 5 6 13 12 11 10 9 8 7 4x8 5x6 3x8 5x8 3x6 3x6 3x6 3x8 2x4 5x6 3x6 3x4 3x6 0-1-148-11-13 8-11-13 17-11-8 8-11-11 26-11-3 8-11-11 35-8-0 8-8-13 8-11-13 8-11-13 17-11-8 8-11-11 26-11-3 8-11-11 35-8-0 8-8-13 1-1-06-11-07-0-141-3-06-11-08.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-2-0], [2:0-3-0,0-2-0], [5:0-3-0,0-2-0], [8:0-2-8,0-1-8], [12:0-2-8,0-1-8] 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-MSH 0.70 0.65 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.07 (loc) 12-13 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,5-10,6-7: 2x4 SPF No.2, 1-13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 2-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1412/Mechanical, 7=1412/Mechanical Max Horz 13=166(LC 5) Max Uplift 13=-42(LC 5), 7=-42(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1879/189, 2-3=-1974/272, 3-5=-1972/272, 5-6=-1852/188, 6-7=-1333/157, 1-13=-1331/159 BOT CHORD 12-13=-189/386, 10-12=-172/1446, 8-10=-54/1427, 7-8=-80/309 WEBS 2-12=0/285, 2-10=-203/750, 3-10=-631/262, 5-10=-202/769, 5-8=0/266, 6-8=-147/1128, 1-12=-162/1080 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 6 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T12B Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135455 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-18SDtis8AWmAu71Le62MNmRziQq821HQuInovzyNauV Scale = 1:64.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 6x6 5x6 3x6 5x6 3x4 3x8 MT18HS4x8 3x4 3x4 3x4 4x8 3x4 5x6 3x8 MT18HS0-1-146-8-13 6-8-13 17-11-8 11-2-11 29-2-3 11-2-11 35-8-0 6-5-13 6-8-13 6-8-13 14-1-8 7-4-11 21-9-8 7-8-0 29-2-3 7-4-11 35-8-0 6-5-13 1-1-05-5-05-6-141-3-05-5-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-3-3,Edge], [6:0-3-3,Edge], [7:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.76 0.80 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.78 0.10 (loc) 9-11 9-11 8 l/defl >999 >542 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-8,1-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-4 max.): 2-6. BOT CHORD Structural wood sheathing directly applied or 9-9-4 oc bracing. WEBS 1 Row at midpt 3-13, 5-9 REACTIONS.(lb/size)14=1415/Mechanical, 8=1415/Mechanical Max Horz 14=132(LC 5) Max Uplift 14=-93(LC 5), 8=-95(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1927/183, 2-3=-1522/198, 3-5=-2460/259, 5-6=-1478/193, 6-7=-1869/180, 7-8=-1368/143, 1-14=-1364/145 BOT CHORD 11-13=-346/2377, 9-11=-314/2363 WEBS 2-13=-17/645, 3-13=-1098/265, 3-11=0/291, 5-11=0/310, 5-9=-1130/265, 6-9=-16/623, 7-9=-135/1337, 1-13=-142/1317 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T13 Truss Type COMMON Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135456 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VK0b52tnxpu1WHcYCqZbv__FEqKAnfba6xXLSPyNauU Scale = 1:47.2 1 2 3 4 5 8 7 6 2x4 2x4 4x6 3x8 3x4 3x4 4-4-44-4-4 8-8-84-4-4 -0-11-0 0-11-0 4-4-4 4-4-4 8-8-8 4-4-4 9-7-8 0-11-0 4-1-07-4-34-1-09.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-1-12,0-1-8] 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-MP 0.27 0.18 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 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* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=400/0-3-8, 6=400/0-3-8 Max Horz 8=-208(LC 4) Max Uplift 8=-31(LC 7), 6=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-368/90, 4-6=-368/90 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T14 Truss Type COMMON Qty 2 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135457 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zXazIOtPi70u8RBkmX5qSBWRpEdxW55jLbGv_syNauT Scale = 1:47.2 1 2 3 4 5 9 7 68 2x4 2x4 4x6 3x4 3x4 3x8 0-6-80-6-8 4-4-43-9-12 8-8-84-4-4 -0-11-0 0-11-0 4-4-4 4-4-4 8-8-8 4-4-4 9-7-8 0-11-0 4-1-07-4-34-1-09.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [4:0-1-0,0-1-8] 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-MSH 0.21 0.34 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 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* 2-9,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=373/0-3-8, 8=428/0-3-8 Max Horz 8=-208(LC 4) Max Uplift 6=-29(LC 6), 8=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-337/92, 4-6=-324/89 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T15 Truss Type COMMON Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135458 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-zXazIOtPi70u8RBkmX5qSBWSGEeIW5vjLbGv_syNauT Scale = 1:47.2 1 2 3 4 8 6 57 2x4 4x6 3x4 3x8 3x4 2x4 0-6-80-6-8 4-4-43-9-12 7-10-03-5-12 -0-11-0 0-11-0 4-4-4 4-4-4 7-10-0 3-5-12 4-1-07-4-34-5-60-3-84-8-149.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [4:0-1-0,0-1-8] 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-MSH 0.18 0.31 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 -0.00 (loc) 6-7 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 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* 2-8,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=399/0-3-8, 5=269/0-1-8 Max Horz 7=225(LC 5) Max Uplift 7=-26(LC 6), 5=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-308/79 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T16 Truss Type COMMON Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135459 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-Sj8LWju1TR9lmbmwKEc3_P3b4e1jFZntaF0SWIyNauS Scale = 1:46.4 1 2 3 6 5 4 4x6 3x4 3x8 3x4 2x4 2x4 3-5-123-5-12 6-11-83-5-12 3-5-12 3-5-12 6-11-8 3-5-12 4-5-64-8-147-4-30-3-84-5-60-3-84-8-149.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [3:0-1-12,0-1-8] 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-MP 0.31 0.11 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 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* 1-6,3-4: 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)6=267/0-1-8, 4=267/0-1-8 Max Horz 6=-212(LC 4) Max Uplift 6=-33(LC 4), 4=-33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 6, 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) 6, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T17 Truss Type HIP Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135460 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-wvikj3vfEkHbNkL7ty7IXcbgb2H?__b0pvl?3kyNauR Scale = 1:27.0 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 4x8 4x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 3x8 3x8 0-1-132-3-8 2-3-8 3-5-5 1-1-13 11-5-11 8-0-5 12-7-8 1-1-13 14-11-0 2-3-8 -0-11-0 0-11-0 2-3-8 2-3-8 3-5-5 1-1-13 11-5-11 8-0-5 12-7-8 1-1-13 14-11-0 2-3-8 1-2-03-7-33-9-01-2-00-8-03-7-39.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-4-0,0-1-4], [5:0-4-8,0-1-12], [7:0-1-12,0-1-8], [10:0-3-4,Edge], [13:0-3-4,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-MSH 0.64 0.49 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.27 0.02 (loc) 11-12 11-12 8 l/defl >999 >654 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-14,6-9: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-2 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,8-9. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size)15=651/0-3-8, 8=583/0-3-8 Max Horz 15=100(LC 5) Max Uplift 15=-39(LC 6), 8=-21(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-787/81, 3-4=-747/72, 4-5=-648/103, 5-6=-758/72, 6-7=-788/81, 2-15=-634/110, 7-8=-567/70 BOT CHORD 12-13=-110/643, 11-12=-110/639, 10-11=-50/651 WEBS 4-12=0/271, 5-11=0/274, 2-13=-43/620, 7-10=-37/617 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 8. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135461 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-O5G6xPwH?2PS?uwJRfeX3q8xGRYejH791ZVZbByNauQ Scale = 1:50.3 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 4x6 4x6 4x8 4x6 2x4 2x4 3x4 2x4 3x4 2x4 4x6 3x8 5x12 3x8 3x6 2x4 5x12 3x4 4x8 3x6 3x6 3x6 1-3-01-3-0 2-3-81-0-8 7-0-04-8-8 7-11-00-11-0 11-5-113-6-11 12-7-81-1-13 17-2-94-7-1 21-9-114-7-1 25-3-03-5-5 -0-11-0 0-11-0 1-3-0 1-3-0 2-3-8 1-0-8 7-0-0 4-8-8 7-11-0 0-11-0 11-5-11 3-6-11 12-7-8 1-1-13 17-2-9 4-7-1 21-9-11 4-7-1 25-3-0 3-5-5 26-2-0 0-11-0 1-2-03-9-06-5-01-2-00-8-06-5-09.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-4-0,0-2-0], [6:0-4-0,0-2-0], [7:0-4-4,0-2-0], [10:0-4-4,0-1-12], [14:0-2-8,0-1-8], [17:0-5-8,0-2-8], [21:0-6-0,0-3-12] 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-MSH 0.26 0.72 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.11 (loc) 18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-22,8-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-24,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-15 max.): 5-6, 7-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)24=1062/0-3-8, 13=1062/0-3-8 Max Horz 24=155(LC 5) Max Uplift 24=-51(LC 6), 13=-101(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-752/86, 3-4=-1421/91, 4-5=-1259/141, 5-6=-941/148, 6-7=-1240/152, 7-8=-2200/219, 8-9=-2190/220, 9-10=-1574/185, 10-11=-1122/122, 2-24=-1022/114, 11-13=-1030/133 BOT CHORD 20-21=-147/1226, 19-20=-34/969, 18-19=-81/2207, 17-18=-80/2213, 15-16=-3/263, 14-15=-30/838 WEBS 3-23=-912/44, 21-23=-106/659, 3-21=-68/902, 4-20=-319/134, 5-20=-24/527, 6-20=-266/80, 6-19=-84/806, 7-19=-1576/178, 15-17=-97/1342, 9-17=-38/706, 9-15=-678/126, 10-15=-83/928, 2-23=0/640, 11-14=-51/818 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24 except (jt=lb) 13=101. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135462 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-sIqU8lwvmMXJd2VV?N9mc1h0krysSjvJGDE67dyNauP Scale = 1:47.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 4x6 5x10 MT18HS 4x10 2x4 2x4 3x6 2x4 2x4 2x4 3x6 3x6 8x14 MT18HS 6x16 8x10 2x4 3x6 3x6 4x6 4x8 0-1-130-1-132-3-8 2-3-8 5-2-11 2-11-3 9-8-5 4-5-11 12-7-8 2-11-3 15-10-10 3-3-2 23-7-0 7-8-6 25-3-0 1-8-0 -0-11-0 0-11-0 2-3-8 2-3-8 5-2-11 2-11-3 9-8-5 4-5-11 12-7-8 2-11-3 13-3-0 0-7-8 15-10-10 2-7-10 23-7-0 7-8-6 25-3-0 1-8-0 26-2-0 0-11-0 1-2-04-11-32-3-35-1-01-2-00-8-04-11-39.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [4:0-3-0,0-1-4], [5:0-1-9,Edge], [7:0-5-0,0-2-1], [9:0-5-8,0-1-0], [10:0-2-14,0-2-0], [13:0-2-8,0-1-8], [14:0-6-4,0-2-4], [16:0-3-0,0-2-8], [19:0-2-4,0-1-12] 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-MSH 0.67 0.46 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.71 0.11 (loc) 16 16 12 l/defl >999 >422 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 128 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 3-20: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 6-15,5-16,14-16,9-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-13 max.): 4-5, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,12-13. REACTIONS.(lb/size)21=1060/0-3-8, 12=1058/0-3-8 Max Horz 21=119(LC 12) Max Uplift 21=-83(LC 5), 12=-208(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1427/88, 3-4=-1328/102, 4-5=-1533/181, 5-6=-4225/526, 6-7=-4224/440, 7-8=-3089/448, 8-9=-3208/490, 9-10=-1060/187, 2-21=-1020/101, 10-12=-1214/212 BOT CHORD 18-19=-150/1123, 17-18=-113/1034, 16-17=-122/1522, 14-15=-33/403, 13-14=-162/915 WEBS 6-16=-79/268, 4-17=-108/687, 5-17=-335/117, 5-16=-460/3139, 14-16=-363/3782, 7-16=-1966/245, 7-14=-1327/26, 8-14=-547/219, 9-14=-313/2355, 9-13=-261/122, 10-13=-188/1076, 2-19=-64/1035 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 16%, joint 5 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 12=208. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 28 lb up at 15-5-4, 43 lb down and 28 lb up at 17-5-4, 43 lb down and 28 lb up at 19-5-4, and 43 lb down and 28 lb up at 21-5-4, and 48 lb down and 39 lb up at 23-7-0 on top chord, and 2 lb down and 16 lb up at 15-5-4, 2 lb down and 16 lb up at 17-5-4, 2 lb down and 16 lb up at 19-5-4, and 2 lb down and 16 lb up at 21-5-4, and 0 lb down and 16 lb up at 23-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 November 1,2019 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 124_Woods_at_Shelborne Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135462 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:24 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-sIqU8lwvmMXJd2VV?N9mc1h0krysSjvJGDE67dyNauP 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, 7-9=-60, 9-10=-60, 10-11=-60, 20-21=-20, 16-19=-20, 12-15=-20 Concentrated Loads (lb) Vert: 14=0(F) 13=2(F) 26=0(F) 27=0(F) 28=0(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 124_Woods_at_Shelborne Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 124 Woods at Shelborne Job Reference (optional) I39135463 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-KUNsL5xXXffAEC4hZ4g?9FDCtFGvBAESVt_gf3yNauO Scale = 1:37.6 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 10x10 4x6 10x10 8x8 3x4 8x8 3x4 8x8 3-5-83-5-8 6-7-83-2-0 9-9-83-2-0 13-3-03-5-8 3-5-8 3-5-8 6-7-8 3-2-0 9-9-8 3-2-0 13-3-0 3-5-8 1-2-06-1-101-2-09.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-12], [2:0-1-0,0-1-8], [4:0-1-0,0-1-8], [5:Edge,0-8-12], [6:0-1-12,0-0-0], [7:0-3-8,0-4-4], [8:0-4-0,0-4-4], [9:0-3-8,0-4-4], [10:0-1-12,0-0-0] 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-MSH 0.58 0.60 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 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 5-7-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=5124/0-5-8, 6=4238/0-3-8 Max Horz 10=-142(LC 3) Max Uplift 10=-249(LC 5), 6=-205(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4833/258, 2-3=-3704/250, 3-4=-3704/250, 4-5=-4718/252, 1-10=-3830/203, 5-6=-3769/200 BOT CHORD 9-10=-154/571, 8-9=-203/3802, 7-8=-153/3710, 6-7=-25/444 WEBS 3-8=-240/4162, 4-8=-1139/129, 4-7=-54/1298, 2-8=-1272/136, 2-9=-61/1465, 1-9=-135/3339, 5-7=-138/3376 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=249, 6=205. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1389 lb down and 69 lb up at 0-11-4, 1387 lb down and 70 lb up at 2-11-4, 1387 lb down and 70 lb up at 4-11-4, 1387 lb down and 70 lb up at 6-11-4, and 1387 lb down and 70 lb up at 8-11-4, and 1387 lb down and 70 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 November 1,2019 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 124_Woods_at_Shelborne Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 124 Woods at Shelborne Job Reference (optional) I39135463 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:25 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-KUNsL5xXXffAEC4hZ4g?9FDCtFGvBAESVt_gf3yNauO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 11=-1389(B) 12=-1387(B) 13=-1387(B) 14=-1387(B) 15=-1387(B) 16=-1387(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 124_Woods_at_Shelborne Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 124 Woods at Shelborne Job Reference (optional) I39135464 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ogxEZRyAIzn1sMfu6oCEhSmGcfWUwgycjXjDCWyNauN Scale = 1:50.1 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 1122232425262728293031 8x14 MT18HS 5x8 5x8 3x4 3x8 3x6 3x6 12x12 8x8 6x18 MT18HS 3x6 10x16 MT18HS 5x6 6x16 6x6 4x6 3x12 4x10 0-1-132-3-8 2-3-8 7-5-8 5-2-0 10-0-5 2-6-13 12-7-8 2-7-3 14-9-7 2-1-15 20-4-5 5-6-14 22-8-7 2-4-1 25-3-0 2-6-9 2-3-8 2-3-8 7-5-8 5-2-0 10-0-5 2-6-13 12-7-8 2-7-3 14-9-7 2-1-15 20-4-5 5-6-14 22-8-7 2-4-1 25-3-0 2-6-9 26-2-0 0-11-0 1-2-04-8-36-9-21-2-00-8-04-8-39.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-4-8], [1:Edge,0-4-4], [2:0-3-8,0-1-8], [4:0-9-0,0-2-1], [5:0-2-12,0-1-8], [6:0-2-12,0-1-12], [7:0-5-4,0-2-4], [11:0-1-12,0-0-0], [11:Edge,0-10-4], [12:0-3-8,0-1-8], [13:0-3-0,0-4-0], [14:0-6-12,0-2-8], [16:0-9-12,0-5-4], [17:0-2-12,0-1-8], [18:0-4-0,0-2-12], [19:0-2-8,0-2-0], [21:0-2-3,0-2-14] 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-MSH 0.96 0.97 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.53 0.18 (loc) 16-17 16-17 11 l/defl >999 >557 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 473 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 2-20: 2x4 SPF-S Stud, 5-15: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-18,14-16: 2x4 SPF 2100F 1.8E 4-18,6-16,7-14,9-12,1-19: 2x4 SPF No.2, 1-21: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-14 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 15-16 REACTIONS.(lb/size)21=9696/0-3-8, 11=8734/0-3-8 Max Horz 21=-171(LC 3) Max Uplift 21=-549(LC 6), 11=-917(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12338/714, 2-3=-11380/724, 3-4=-11473/732, 4-5=-15531/998, 5-6=-17633/1174, 6-7=-14063/1008, 7-8=-11261/1096, 8-9=-9517/1017, 1-21=-8882/501, 9-11=-8434/925 BOT CHORD 20-21=-117/546, 19-20=-53/636, 2-19=-22/877, 18-19=-683/10166, 17-18=-966/15628, 16-17=-1162/17866, 15-16=-31/462, 5-16=-216/2594, 14-15=-122/1585, 13-14=-805/9084, 12-13=-723/7514, 11-12=-40/491 WEBS 2-18=-1201/182, 3-18=-814/13497, 4-18=-11481/806, 4-17=-196/2540, 5-17=-3581/317, 14-16=-935/14010, 6-16=-369/6954, 6-14=-6529/467, 7-14=-189/6303, 7-13=-485/2492, 8-13=-153/2600, 8-12=-2851/98, 9-12=-742/7464, 1-19=-539/9345 NOTES-(12-13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 4 = 4% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=549, 11=917. 10) 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 1,2019 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 124_Woods_at_Shelborne Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 124 Woods at Shelborne Job Reference (optional) I39135464 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:26 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ogxEZRyAIzn1sMfu6oCEhSmGcfWUwgycjXjDCWyNauN NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1397 lb down and 71 lb up at 1-3-12, 1403 lb down and 74 lb up at 3-3-12, 1403 lb down and 74 lb up at 5-3-12, 1403 lb down and 74 lb up at 7-3-12, 1403 lb down and 74 lb up at 9-3-12, 1403 lb down and 68 lb up at 11-3-12, 1392 lb down and 56 lb up at 13-3-12, 1395 lb down and 46 lb up at 15-3-12, 1392 lb down and 54 lb up at 17-3-12, and 1395 lb down and 105 lb up at 19-3-12, and 2397 lb down and 632 lb up at 21-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-7=-60, 7-9=-60, 9-10=-60, 20-21=-20, 16-19=-20, 11-15=-20 Concentrated Loads (lb) Vert: 18=-1403(B) 22=-1397(B) 23=-1403(B) 24=-1403(B) 25=-1403(B) 26=-1403(B) 27=-1392(B) 28=-1395(B) 29=-1392(B) 30=-1395(B) 31=-2397(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 124_Woods_at_Shelborne Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 124 Woods at Shelborne Job Reference (optional) I39135465 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GtVdmnzo3HvuUWD4gVjTEgJYo3_9f4?lyBTmkyyNauM Scale = 1:60.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9171819202122 10x10 5x8 4x8 10x10 4x6 6x6 3x6 8x8 4x6 6x6 3x6 8x8 10x10 3-9-93-9-9 7-4-113-7-1 10-11-123-7-1 14-6-133-7-1 18-1-153-7-1 21-11-83-9-9 3-9-9 3-9-9 7-4-11 3-7-1 10-11-12 3-7-1 14-6-13 3-7-1 18-1-15 3-7-1 21-11-8 3-9-9 22-10-8 0-11-0 1-2-09-4-131-2-09.00 12 Plate Offsets (X,Y)-- [1:0-5-0,0-7-12], [3:0-1-8,0-2-0], [5:0-1-8,0-2-0], [9:0-2-12,0-0-0], [9:0-5-0,0-7-12], [10:0-3-8,0-4-0], [11:0-2-8,0-3-8], [14:0-2-8,0-3-8], [15:0-3-8,0-4-0], [16:0-2-12,0-0-0] 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-MSH 0.55 0.49 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.22 0.05 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 323 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-12,1-15,7-10: 2x4 SPF No.2, 1-16,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=7880/0-5-8, 9=7478/0-3-8 Max Horz 16=-229(LC 3) Max Uplift 16=-456(LC 5), 9=-822(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9123/555, 2-3=-8158/559, 3-4=-6532/538, 4-5=-6534/540, 5-6=-8247/694, 6-7=-9269/995, 1-16=-6988/431, 7-9=-7243/809 BOT CHORD 15-16=-240/1294, 14-15=-441/7181, 12-14=-367/6488, 11-12=-435/6569, 10-11=-716/7262, 9-10=-115/1146 WEBS 4-12=-565/7380, 5-12=-2674/434, 5-11=-401/3196, 6-11=-990/437, 6-10=-474/1274, 3-12=-2513/212, 3-14=-140/3020, 2-14=-988/113, 2-15=-42/1182, 1-15=-321/6042, 7-10=-617/6277 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-10 2x4 - 1 row at 0-4-0 oc, member 2-15 2x4 - 1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=456, 9=822. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1399 lb down and 72 lb up at 2-0-4, 1399 lb down and 72 lb up at 4-0-4, 1399 lb down and 72 lb up at 6-0-4, 1399 lb down and 66 lb up at 8-0-4, 1392 lb down and 55 lb up at 10-0-4, 1395 lb down and 45 lb up at 12-0-4, 1392 lb down and 54 lb up at 14-0-4, and 1395 lb down and 107 lb up at 16-0-4, and 2402 lb down and 637 lb up at 18-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 November 1,2019 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 124_Woods_at_Shelborne Truss TG04 Truss Type COMMON GIRDER Qty 1 Ply 2 124 Woods at Shelborne Job Reference (optional) I39135465 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:27 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-GtVdmnzo3HvuUWD4gVjTEgJYo3_9f4?lyBTmkyyNauM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 13=-1399(F) 10=-2402(F) 15=-1399(F) 17=-1399(F) 18=-1399(F) 19=-1392(F) 20=-1395(F) 21=-1392(F) 22=-1395(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 124_Woods_at_Shelborne Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135466 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-k33?_7_Qqa1l5foGECEimtrcpSKvOW?vBrCKGOyNauL Scale = 1:65.7 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 1020212223242526272829303132 10x10 5x8 3x8 5x6 5x10 MT18HS5x6 5x12 2x4 3x12 2x4 2x4 4x10 2x4 5x12 4x10 3x6 5x8 5x10 MT18HS0-1-34-5-13 4-5-13 9-11-12 5-5-15 15-4-7 5-4-11 20-9-1 5-4-11 26-1-12 5-4-11 31-5-3 5-3-7 35-8-0 4-2-13 4-5-13 4-5-13 9-11-12 5-5-15 15-4-7 5-4-11 20-9-1 5-4-11 26-1-12 5-4-11 31-5-3 5-3-7 35-8-0 4-2-13 1-1-03-11-114-0-141-3-03-11-118.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [2:0-5-12,0-2-8], [7:0-5-0,0-1-12], [8:0-4-0,0-1-9], [9:Edge,0-1-12], [11:0-4-0,0-2-8], [14:0-3-0,0-2-0], [17:0-5-0,0-2-8], [18:0-2-8,0-2-8], [19:0-1-12,0-0-0] 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-MSH 0.98 0.46 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.35 -0.76 0.12 (loc) 14-15 14-15 10 l/defl >999 >562 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 186 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-5,5-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-17,1-18,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-11 max.): 2-8. BOT CHORD Structural wood sheathing directly applied or 7-11-4 oc bracing. WEBS 1 Row at midpt 4-17, 7-11 REACTIONS.(lb/size)19=2417/Mechanical, 10=2422/Mechanical Max Horz 19=94(LC 4) Max Uplift 19=-620(LC 4), 10=-625(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3217/875, 2-3=-4916/1405, 3-4=-4915/1404, 4-6=-5921/1683, 6-7=-5921/1683, 7-8=-2509/718, 8-9=-3068/839, 1-19=-2294/605, 9-10=-2306/610 BOT CHORD 18-19=-150/259, 17-18=-772/2633, 15-17=-1729/5996, 14-15=-1729/5996, 12-14=-1345/4778, 11-12=-1345/4778 WEBS 2-17=-827/2760, 3-17=-365/151, 4-17=-1317/399, 4-15=-97/446, 6-14=-313/131, 7-14=-416/1390, 7-12=-89/430, 7-11=-2767/826, 8-11=-397/1412, 1-18=-667/2412, 9-11=-663/2405 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=620, 10=625. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down and 57 lb up at 1-10-4, 118 lb down and 57 lb up at 3-10-4, 118 lb down and 57 lb up at 5-10-4, 118 lb down and 57 lb up at 7-10-4, 118 lb down and 57 lb up at 9-10-4, 118 lb down and 57 lb up at 11-10-4, 118 lb down and 57 lb up at 13-10-4, 118 lb down and 57 lb up at 15-10-4, 118 lb down and 57 lb up at 17-10-4, 118 lb down and 57 lb up at 19-10-4, 118 lb down and 57 lb up at 21-10-4, 118 lb down and 57 lb up at 23-10-4, 118 lb down and 57 lb up at 25-10-4, 118 lb down and 57 lb up at 27-10-4, 118 lb down and 57 lb up at 29-10-4, and 118 lb down and 57 lb up at 31-10-4, and 118 lb down and 57 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 November 1,2019 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 124_Woods_at_Shelborne Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135466 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:28 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-k33?_7_Qqa1l5foGECEimtrcpSKvOW?vBrCKGOyNauL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-8=-60, 8-9=-60, 10-19=-20 Concentrated Loads (lb) Vert: 16=-118 17=-118 12=-118 13=-118 20=-118 21=-118 22=-118 23=-118 24=-118 25=-118 26=-118 27=-118 28=-118 29=-118 30=-118 31=-118 32=-118 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 124_Woods_at_Shelborne Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135467 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-DFdNBT_2au9cjpNTowlxJ5OtWsfw70p2QVytoqyNauK Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324252627282930313233 5x8 3x8 10x10 5x10 MT18HS5x6 5x12 2x4 3x12 2x4 2x4 4x10 2x4 5x12 4x10 10x10 5x8 5x10 MT18HS0-1-34-5-13 4-5-13 9-11-4 5-5-7 15-3-7 5-4-3 20-7-9 5-4-3 25-11-12 5-4-3 31-5-3 5-5-7 35-11-0 4-5-13 -0-11-0 0-11-0 4-5-13 4-5-13 9-11-4 5-5-7 15-3-7 5-4-3 20-7-9 5-4-3 25-11-12 5-4-3 31-5-3 5-5-7 35-11-0 4-5-13 36-10-0 0-11-0 1-1-03-11-114-0-141-1-03-11-118.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [9:0-4-0,0-1-9], [12:Edge,0-8-2], [12:0-1-12,0-0-0], [19:0-5-0,0-2-8], [20:0-2-8,0-2-8], [21:Edge,0-8-2], [21:0-1-12,0-0-0] 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-MSH 0.60 0.47 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.35 -0.76 0.12 (loc) 16-17 16-17 12 l/defl >999 >560 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-19,8-13,2-21,2-20,10-12,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-3 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 7-11-2 oc bracing. WEBS 1 Row at midpt 5-19, 8-13 REACTIONS.(lb/size)21=2491/0-3-8, 12=2493/0-3-8 Max Horz 21=95(LC 4) Max Uplift 21=-611(LC 4), 12=-612(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3248/875, 3-4=-4960/1411, 4-5=-4959/1411, 5-7=-6038/1710, 7-8=-6038/1710, 8-9=-2641/745, 9-10=-3240/872, 2-21=-2380/606, 10-12=-2358/600 BOT CHORD 20-21=-163/313, 19-20=-760/2651, 17-19=-1731/6068, 16-17=-1731/6068, 14-16=-1381/4975, 13-14=-1381/4975, 12-13=-75/326 WEBS 3-19=-838/2794, 4-19=-363/149, 5-19=-1353/409, 5-17=-95/442, 7-16=-305/129, 8-16=-391/1298, 8-14=-99/463, 8-13=-2820/847, 9-13=-411/1502, 2-20=-671/2376, 10-13=-667/2354 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=611, 12=612. 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) 117 lb down and 50 lb up at 2-0-12, 118 lb down and 50 lb up at 4-0-12, 118 lb down and 57 lb up at 6-0-12, 118 lb down and 57 lb up at 8-0-12, 118 lb down and 57 lb up at 10-0-12, 118 lb down and 57 lb up at 12-0-12, 118 lb down and 57 lb up at 14-0-12, 118 lb down and 57 lb up at 16-0-12, 118 lb down and 57 lb up at 17-11-8, 118 lb down and 57 lb up at 19-10-4, 118 lb down and 57 lb up at 21-10-4, 118 lb down and 57 lb up at 23-10-4, 118 lb down and 57 lb up at 25-10-4, 118 lb down and 57 lb up at 27-10-4, 118 lb down and 57 lb up at 29-10-4, and 118 lb down and 50 lb up at 31-10-4, and 117 lb down and 50 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 November 1,2019 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 124_Woods_at_Shelborne Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135467 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:30 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-hSBlPo?gLCHTLzyfLdGAsIx2GG?9sT3Be9hRLHyNauJ 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, 3-9=-60, 9-10=-60, 10-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 18=-118 20=-118 19=-118 14=-118 15=-118 22=-117 23=-118 24=-118 25=-118 26=-118 27=-118 28=-118 29=-118 30=-118 31=-118 32=-118 33=-117 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 124_Woods_at_Shelborne Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135468 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-hSBlPo?gLCHTLzyfLdGAsIx6sG2ZsUaBe9hRLHyNauJ Scale = 1:27.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 4x6 4x6 2x4 2x4 3x8 3x8 3x6 3x6 3x8 2x4 0-1-41-8-0 1-8-0 7-5-8 5-9-8 13-3-0 5-9-8 14-11-0 1-8-0 -0-11-0 0-11-0 1-8-0 1-8-0 7-5-8 5-9-8 13-3-0 5-9-8 14-11-0 1-8-0 15-10-0 0-11-0 1-2-02-3-122-5-01-2-02-3-129.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [5:0-3-0,0-1-12] 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-MSH 0.37 0.32 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.09 0.02 (loc) 10 10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 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 6-0-0 oc purlins, except end verticals, and 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.(lb/size)12=646/0-3-8, 8=646/0-3-8 Max Horz 12=57(LC 4) Max Uplift 12=-161(LC 5), 8=-153(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-563/170, 3-4=-447/155, 4-5=-447/149, 5-6=-563/163, 2-12=-689/168, 6-8=-689/158 BOT CHORD 10-11=-360/1163, 9-10=-360/1163 WEBS 4-11=-758/232, 4-9=-758/237, 2-11=-163/546, 6-9=-158/547 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=161, 8=153. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 39 lb up at 1-8-0, 43 lb down and 28 lb up at 3-1-4, 43 lb down and 28 lb up at 5-1-4, 43 lb down and 28 lb up at 7-1-4, 43 lb down and 28 lb up at 9-1-4, and 43 lb down and 28 lb up at 11-1-4, and 44 lb down and 39 lb up at 13-3-0 on top chord, and 0 lb down and 16 lb up at 1-8-0, 2 lb down and 16 lb up at 3-1-4, 2 lb down and 16 lb up at 5-1-4, 2 lb down and 16 lb up at 7-1-4, 2 lb down and 16 lb up at 9-1-4, and 2 lb down and 16 lb up at 11-1-4, and 0 lb down and 16 lb up at 13-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Continued on page 2 November 1,2019 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 124_Woods_at_Shelborne Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135468 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:30 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-hSBlPo?gLCHTLzyfLdGAsIx6sG2ZsUaBe9hRLHyNauJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=2(F) 9=2(F) 18=0(F) 19=0(F) 20=0(F) 21=0(F) 22=0(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 124_Woods_at_Shelborne Truss V01 Truss Type VALLEY Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135469 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-9el7c80I6VPKy7XrvLnPOWTHXgP4b4CLtpR_tjyNauI Scale = 1:43.9 1 2 3 4 5 10 9 8 7 63x4 2x4 2x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 0-0-50-0-5 16-1-1016-1-5 9-0-6 9-0-6 16-1-10 7-1-4 0-0-46-9-51-5-69.00 12 Plate Offsets (X,Y)-- [1:0-1-11,0-1-8] 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-SH 0.37 0.24 0.19 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: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-10: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-1-5. (lb) - Max Horz 1=166(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 9=-131(LC 6), 7=-106(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=255(LC 1), 9=420(LC 10), 7=323(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-305/174 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 9=131, 7=106. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V02 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135470 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-dqJWpU1wtpXBaH62T2Iexj0SN4nQKYeU6TAXP9yNauH Scale = 1:34.6 1 2 3 4 5 8 7 63x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 14-4-514-4-5 7-3-1 7-3-1 14-4-5 7-1-4 0-0-45-5-50-1-69.00 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-SH 0.37 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 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 14-4-5. (lb) - Max Horz 1=120(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-105(LC 6), 6=-105(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=325(LC 10), 6=325(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=105, 6=105. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V03 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135471 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-dqJWpU1wtpXBaH62T2Iexj0Ru4kOKY3U6TAXP9yNauH Scale = 1:25.4 1 2 3 44x8 5x6 4x8 2x4 10-11-210-11-2 10-11-70-0-5 5-5-11 5-5-11 10-11-7 5-5-11 0-0-44-1-50-0-49.00 12 Plate Offsets (X,Y)-- [1:0-7-3,Edge], [2:0-4-0,0-2-0], [3:0-4-3,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-SH 0.40 0.29 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: 26 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.(lb/size)1=196/10-10-12, 3=196/10-10-12, 4=416/10-10-12 Max Horz 1=-89(LC 4) Max Uplift 1=-15(LC 6), 3=-21(LC 7), 4=-1(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V04 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135472 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-51su1q1Ze7f2CRhE1mqtTxZdvT5X303eL7w5xcyNauG Scale = 1:19.2 1 2 3 4 2x4 3x4 2x4 2x4 0-0-50-0-5 7-4-127-4-7 3-8-6 3-8-6 7-4-12 3-8-6 0-0-42-9-50-0-49.00 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 0.38 0.24 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 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=150/7-4-2, 3=150/7-4-2, 4=243/7-4-2 Max Horz 1=59(LC 5) Max Uplift 1=-22(LC 6), 3=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V05 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135473 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-51su1q1Ze7f2CRhE1mqtTxZhWT5r30deL7w5xcyNauG Scale = 1:9.9 1 2 3 2x4 2x4 2x4 3-9-123-9-12 3-10-20-0-5 1-11-1 1-11-1 3-10-2 1-11-1 0-0-41-5-50-0-49.00 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: 6 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=129/3-9-7, 3=129/3-9-7 Max Horz 1=-28(LC 4) Max Uplift 1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V06 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135474 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ZDQGEA2BPQnupaGQaTL6085p8tP?oTvnZnfeU2yNauF Scale = 1:22.7 1 2 3 44x6 4x6 4x6 2x4 0-0-50-0-5 9-4-49-3-15 4-8-2 4-8-2 9-4-4 4-8-2 0-0-43-6-20-0-49.00 12 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [2:0-4-0,0-1-12], [3:0-1-15,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-SH 0.29 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=172/9-3-10, 3=172/9-3-10, 4=354/9-3-10 Max Horz 1=-76(LC 4) Max Uplift 1=-16(LC 6), 3=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V07 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135475 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-1P_eSW3pAkvlRkrc8BsLZMe?uHoXXwmxoRPC0UyNauE Scale: 3/4"=1' 1 2 3 4 2x4 3x4 2x4 2x4 0-0-50-0-5 5-9-105-9-4 2-10-13 2-10-13 5-9-10 2-10-13 0-0-42-2-20-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.14 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=114/5-8-15, 3=114/5-8-15, 4=185/5-8-15 Max Horz 1=45(LC 5) Max Uplift 1=-17(LC 6), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V07A Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135476 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-1P_eSW3pAkvlRkrc8BsLZMe21HqpXw7xoRPC0UyNauE Scale = 1:6.9 1 2 3 2x4 2x4 2x4 0-0-50-0-5 2-2-152-2-10 1-1-7 1-1-7 2-2-15 1-1-7 0-0-40-10-20-0-49.00 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 0.02 0.06 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: 3 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 2-2-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=65/2-2-4, 3=65/2-2-4 Max Horz 1=-14(LC 4) Max Uplift 1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V08 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135477 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VcY0fs4Rx21c3uPpiuNa5ZB8?h69GM64158lYwyNauD Scale = 1:34.4 1 2 3 4 5 6 12 11 10 9 8 7 2x4 2x4 4x6 4x6 3x12 3x6 2x4 2x4 2x4 2x4 2x4 2x4 0-1-133-0-3 3-0-3 19-7-13 16-7-10 3-0-3 3-0-3 14-5-13 11-5-11 19-7-13 5-1-15 1-7-63-8-113-10-80-0-43-8-119.00 12 Plate Offsets (X,Y)-- [2:0-3-9,Edge], [5:0-2-8,0-0-8], [6:0-6-13,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-SH 0.33 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-7-7. (lb) - Max Horz 12=-99(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 6, 11 except 7=381(LC 11), 8=327(LC 10), 9=331(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-8=-257/114 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 5 = 16% 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 6, 7, 8, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V09 Truss Type GABLE Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135478 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-VcY0fs4Rx21c3uPpiuNa5ZB8th2gGM04158lYwyNauD Scale = 1:28.9 1 2 3 4 5 9 8 7 6 4x6 5x6 3x12 5x6 3x6 2x4 2x4 2x4 2x4 0-1-130-0-5 4-9-8 4-9-8 12-8-8 7-11-0 17-10-7 5-1-15 4-9-8 4-9-8 12-8-8 7-11-0 17-10-7 5-1-15 3-8-113-10-80-0-43-8-119.00 12 Plate Offsets (X,Y)-- [1:0-3-15,0-1-12], [2:0-3-4,0-1-0], [4:0-1-0,0-2-4], [5:0-6-13,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-SH 0.33 0.46 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: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 5-8: 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-12. (lb) - Max Horz 1=82(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 1, 7, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 5, 1 except 7=319(LC 11), 9=369(LC 10), 6=369(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-264/117 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 12%, joint 4 = 16% 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 1, 7, 9, 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V10 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135479 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-_o6PtC53iLATg2_?GbupenjKs5SN?oKDFluI4NyNauC Scale = 1:24.6 1 2 3 4 6 53x12 5x6 5x6 3x12 2x4 2x4 0-1-130-0-5 0-0-5 5-1-15 5-1-10 14-8-4 9-6-5 5-1-15 5-1-15 9-6-5 4-4-5 14-8-4 5-1-15 0-0-43-8-113-10-80-0-43-8-119.00 12 Plate Offsets (X,Y)-- [1:0-9-13,Edge], [2:0-1-0,0-2-4], [3:0-1-0,0-2-4], [4:0-6-13,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-SH 0.32 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 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.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-7-10. (lb) - Max Horz 1=82(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 5=385(LC 11), 6=385(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-251/77, 2-6=-251/94 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 0%, joint 3 = 0% 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V11 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135480 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-S_gn4X5hTfIKICZBpJP2A_GUKUoYkGtNUPdsdpyNauB Scale = 1:21.8 1 2 3 4 6 53x12 6x16 3x12 2x4 2x4 0-1-130-0-5 0-0-5 5-1-15 5-1-10 11-1-10 5-11-10 5-1-15 5-1-15 5-11-10 0-9-11 11-1-10 5-1-15 0-0-43-8-113-10-80-0-43-8-119.00 12 Plate Offsets (X,Y)-- [1:0-9-13,Edge], [2:0-8-0,0-0-12], [4:0-6-13,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-SH 0.34 0.25 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 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.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-0-15. (lb) - Max Horz 1=82(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 5=322(LC 11), 6=322(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V12 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135481 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-S_gn4X5hTfIKICZBpJP2A_GTJUoVkGHNUPdsdpyNauB Scale = 1:19.6 1 2 3 4 2x4 3x4 2x4 2x4 0-0-50-0-5 7-6-157-6-10 3-9-7 3-9-7 7-6-15 3-9-7 0-0-42-10-20-0-49.00 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 0.40 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 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=154/7-6-4, 3=154/7-6-4, 4=249/7-6-4 Max Horz 1=-61(LC 4) Max Uplift 1=-22(LC 6), 3=-27(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V13 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135482 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-wAE9Ht6JEzQBwM8ON0wHjCpjru8sTj6Wj3NP9FyNauA Scale = 1:10.3 1 2 3 2x4 2x4 2x4 0-0-50-0-5 4-0-43-11-15 2-0-2 2-0-2 4-0-4 2-0-2 0-0-41-6-20-0-49.00 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 0.10 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=136/3-11-10, 3=136/3-11-10 Max Horz 1=30(LC 5) Max Uplift 1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V14 Truss Type VALLEY Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135483 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-wAE9Ht6JEzQBwM8ON0wHjCpXru92TbdWj3NP9FyNauA Scale = 1:39.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 9 8 11 12 101413 4x8 3x4 3x4 3x4 4x8 2x4 5x8 5x8 2x4 2x4 4-0-02-0-0 0-6-00-5-82-11-0 2-11-0 -0-11-0 0-11-0 0-5-8 0-5-8 1-5-8 1-0-0 2-5-8 1-0-0 2-11-0 0-5-8 3-10-0 0-11-0 6-1-137-2-156-1-139.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [6:0-2-0,0-1-4] 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-SH 0.86 0.17 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 7 6-7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 11-12: 2x4 SPF 2100F 1.8E OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 10 REACTIONS.(lb/size)9=167/2-11-0, 8=167/2-11-0 Max Horz 9=-229(LC 4) Max Uplift 9=-286(LC 4), 8=-286(LC 5) Max Grav 9=321(LC 5), 8=321(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-11=-827/847, 8-12=-827/846 WEBS 9-14=-1084/1059, 8-13=-1083/1058 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=286, 8=286. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V15 Truss Type VALLEY Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135484 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-ONnXVD7y?GY2XVjaxkSWGPLn0IU6C8Vgyj6yhiyNau9 Scale = 1:33.1 1 2 3 4 5 8 7 6 3x6 3x6 4x6 3x6 3x6 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 4-9-135-10-154-9-139.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.52 0.24 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5 4-5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 22 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=132/2-11-0, 6=132/2-11-0, 7=76/2-11-0 Max Horz 8=-181(LC 4) Max Uplift 8=-178(LC 4), 6=-178(LC 5) Max Grav 8=159(LC 5), 6=159(LC 4), 7=111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=178, 6=178. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. November 1,2019 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 124_Woods_at_Shelborne Truss V16 Truss Type VALLEY Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135485 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-sZLviZ8amagv9fImVRzlodu0Pip1xcCpANsWE8yNau8 Scale = 1:26.2 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 3x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 3-5-134-6-153-5-139.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.26 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 5 4-5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=129/2-11-0, 6=129/2-11-0, 7=80/2-11-0 Max Horz 8=-139(LC 4) Max Uplift 8=-104(LC 4), 6=-104(LC 5) Max Grav 8=132(LC 10), 6=132(LC 11), 7=106(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=104, 6=104. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. November 1,2019 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 124_Woods_at_Shelborne Truss V17 Truss Type VALLEY Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135486 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-sZLviZ8amagv9fImVRzlodu2WisJxd6pANsWE8yNau8 Scale = 1:19.3 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 2-1-133-2-152-1-139.00 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 0.11 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=127/2-11-0, 6=127/2-11-0, 7=86/2-11-0 Max Horz 8=-94(LC 4) Max Uplift 8=-66(LC 6), 6=-66(LC 7) Max Grav 8=130(LC 10), 6=130(LC 11), 7=87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. November 1,2019 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 124_Woods_at_Shelborne Truss V18 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135487 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-KlvIwv8CXuomnptz29U_LqRDV6B9g4syP0b3mayNau7 Scale = 1:12.4 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 2-11-02-11-0 1-5-8 1-5-8 2-11-0 1-5-8 0-9-131-10-150-9-139.00 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-R 0.07 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=108/2-11-0, 4=108/2-11-0 Max Horz 5=46(LC 5) Max Uplift 5=-4(LC 7), 4=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V19 Truss Type VALLEY Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135488 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-KlvIwv8CXuomnptz29U_LqR8N67lg3CyP0b3mayNau7 Scale = 1:29.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 9 8 13 11 14 12101816 15 17 4x8 3x6 3x4 3x6 4x8 2x4 4x6 4x6 2x4 2x4 0-5-82-0-00-6-02-0-0 2-11-02-11-0 -0-11-0 0-11-0 0-5-8 0-5-8 1-5-8 1-0-0 2-5-8 1-0-0 2-11-0 0-5-8 3-10-0 0-11-0 4-1-135-2-154-1-139.00 12 Plate Offsets (X,Y)-- [2:0-3-2,Edge], [6:0-3-2,0-0-0], [8:0-2-8,Edge], [8:0-0-0,0-1-4], [9:0-0-0,0-1-4], [9:0-2-8,Edge], [13:0-1-4,0-0-0], [14:0-1-4,0-0-0], [15:0-0-0,0-1-4], [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-SH 0.40 0.36 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 7 6-7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 10, 15, 17 REACTIONS.(lb/size)9=170/2-11-0, 8=170/2-11-0 Max Horz 9=-162(LC 4) Max Uplift 9=-114(LC 4), 8=-114(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=114, 8=114. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 1,2019 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 124_Woods_at_Shelborne Truss V20 Truss Type VALLEY Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135489 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-oyTg7F9qHBwdOzS9cs?Dt2zNdVW0PXL6egLdI0yNau6 Scale = 1:21.9 1 2 3 4 5 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 2-7-133-8-152-7-139.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.16 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=128/2-11-0, 6=128/2-11-0, 7=83/2-11-0 Max Horz 8=111(LC 5) Max Uplift 8=-74(LC 7), 6=-73(LC 6) Max Grav 8=131(LC 10), 6=131(LC 11), 7=95(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUNDWITH NEGLIGIBLE LATERAL DEFLECTIONS. November 1,2019 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 124_Woods_at_Shelborne Truss V21 Truss Type Valley Qty 1 Ply 1 124 Woods at Shelborne Job Reference (optional) I39135490 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 1 10:57:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:j4Dg_LOPvmJG4FoC1g6MglzicqI-G812LbAS2V2U071LAaWSQFWYgvte8_LFsK4AqTyNau5 Scale = 1:14.2 1 2 3 4 5 7 6 2x4 2x4 2x4 2x4 2x4 2-11-02-11-0 -0-11-0 0-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-10-0 0-11-0 1-1-132-2-151-1-139.00 12 Plate Offsets (X,Y)-- [3:0-2-0,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-R 0.15 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 5 5 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 9 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 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=170/2-11-0, 6=170/2-11-0 Max Horz 7=60(LC 5) Max Uplift 7=-33(LC 6), 6=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. November 1,2019 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