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HomeMy WebLinkAboutI36701906.94_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). April 11,2019 Johnson, Andrew Pages or sheets covered by this seal: I36701906 thru I36701950 My license renewal date for the state of Indiana is July 31, 2020. 94_Woods_at_Shelborne Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 94 Woods at Shelborne 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701906 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-zSjEmrWRsVHLDYesMlmeRm3HpAIg_LixKTG3aDzS4zx Scale = 1:30.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 16-9-0 16-9-0 -1-0-0 1-0-0 8-4-8 8-4-8 16-9-0 8-4-8 17-9-0 1-0-0 0-7-53-4-130-7-54.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-3-14], [10:0-2-14,0-3-14] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-3-1, Right 2x4 SPF-S Stud 2-3-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 2=31(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 14, 16, 13 except 2=260(LC 1), 17=324(LC 10), 12=324(LC 11), 10=260(LC 1) 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) 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) 2, 16, 17, 13, 12, 10. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701907 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-RfHczBW3dpPCriD2wSHt__cR7afHjl35Z70c6gzS4zw Scale = 1:36.9Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-7-0 11-7-0 -1-0-0 1-0-0 5-9-8 5-9-8 11-7-0 5-9-8 12-7-0 1-0-0 1-3-57-0-131-3-512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.11 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 151 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 11-7-0. (lb) - Max Horz 16=-172(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 14, 12 except 16=-100(LC 4), 15=-131(LC 6), 11=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 14, 12 except (jt=lb) 16=100, 15=131, 11=127. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701908 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-RfHczBW3dpPCriD2wSHt__cPjae8jl55Z70c6gzS4zw Scale = 1:75.2Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 3x6 4x6 3x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-11-0 20-11-0 -1-0-0 1-0-0 10-5-8 10-5-8 20-11-0 10-5-8 21-11-0 1-0-0 1-3-511-8-131-3-512.00 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 0.36 0.18 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 388 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 8-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-21, 7-22, 9-20 REACTIONS.All bearings 20-11-0. (lb) - Max Horz 27=-280(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 22, 24, 25, 20, 19, 18 except 27=-155(LC 4), 16=-124(LC 5), 26=-174(LC 6), 17=-167(LC 7) Max Grav All reactions 250 lb or less at joint(s) 27, 16, 22, 24, 25, 26, 20, 19, 18, 17 except 21=373(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-53/263, 7-8=-52/323, 8-9=-52/323, 9-10=-53/263 WEBS 8-21=-386/0 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 24, 25, 20, 19, 18 except (jt=lb) 27=155, 16=124, 26=174, 17=167. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss GE04 Truss Type Monopitch Structural Gable Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701909 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-wrr_BXXiO6X3TsoETAp6XB8TU_tvS9GEonl9f6zS4zv Scale = 1:58.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 4 3 5x12 5x8 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 9-4-8 9-4-8 9-4-8 9-4-8 1-3-510-7-1312.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-1-8], [3: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.80 0.59 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.39 0.01 (loc) 3-4 3-4 3 l/defl >687 >281 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 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* 1-4: 2x6 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 9-1-14 oc bracing. WEBS 1 Row at midpt 2-3, 1-3 REACTIONS.(lb/size)3=362/Mechanical, 4=362/0-3-8 Max Horz 4=306(LC 5) Max Uplift 3=-144(LC 5), 4=-6(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/151, 1-4=-264/58 BOT CHORD 3-4=-386/572 WEBS 1-3=-557/460 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) The Fabrication Tolerance at joint 2 = 8% 4) Gable studs spaced at 2-0-0 oc. 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) 4 except (jt=lb) 3=144. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701910 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-O1OMOtYK9Qgw50NR1tKL3PhnINLPBe7O0RVjBYzS4zu Scale = 1:44.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 2x4 2x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 5-9-12 5-9-12 11-11-0 6-1-4 12-11-0 1-0-0 1-6-17-3-121-2-812.00 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 0.22 0.13 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 8 8 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 157 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* 7-9: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 15=-193(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 15, 13, 11 except 9=-103(LC 5), 14=-126(LC 6), 10=-133(LC 7) Max Grav All reactions 250 lb or less at joint(s) 15, 9, 12, 13, 14, 11, 10 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 13, 11 except (jt=lb) 9=103, 14=126, 10=133. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss GE06 Truss Type GABLE Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701911 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-O1OMOtYK9Qgw50NR1tKL3PhqsNMxBg3O0RVjBYzS4zu Scale = 1:43.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-7-12 15-7-12 7-9-14 7-9-14 15-7-12 7-9-14 0-0-47-9-140-0-412.00 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 0.06 0.03 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-7-12. (lb) - Max Horz 1=-174(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 14, 15, 16, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 15, 16, 12, 11, 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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) 1, 9, 14, 15, 16, 12, 11, 10. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss J01 Truss Type Jack-Open Qty 28 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701912 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-sEylbDZywkoni9ydbaraccDz4ninw9lXF5EGj?zS4zt Scale = 1:21.2 1 2 5 4 3 2x4 5x6 3x4 2-4-12 2-4-12 -1-0-0 1-0-0 2-4-12 2-4-12 1-2-83-7-43-0-133-7-412.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=172/0-3-8, 3=50/Mechanical, 4=23/Mechanical Max Horz 5=131(LC 6) Max Uplift 3=-35(LC 6), 4=-38(LC 6) Max Grav 5=172(LC 1), 3=50(LC 1), 4=46(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) 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss J02 Truss Type Jack-Open Qty 5 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701913 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 16:29:25 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-VnvB8RijFXXSCKn17cJDxhXDIDJV?N26?zQpYUzS3X8 Scale = 1:21.1 1 2 3 5 4 6 2x4 5x6 5x6 3x4 2x4 2-3-8 2-3-8 2-4-12 0-1-4 -1-0-0 1-0-0 2-4-12 2-4-12 1-2-83-7-40-6-73-0-133-7-412.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-2-1,Edge], [6:0-2-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=0/Mechanical, 6=67/Mechanical Max Horz 5=127(LC 6) Max Uplift 6=-78(LC 6) Max Grav 5=164(LC 1), 6=67(LC 1) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 6. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss J03 Truss Type Jack-Open Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701914 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-KQW7pZaag1weKJXp9IMp8qm7gB1ffc4gUl_pFRzS4zs Scale = 1:19.1 1 2 5 4 3 2x4 3x4 3x4 2-9-15 2-9-15 -1-5-0 1-5-0 2-9-15 2-9-15 1-2-83-2-82-9-23-2-88.49 12 Plate Offsets (X,Y)-- [4: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=224/0-4-9, 3=54/Mechanical, 4=27/Mechanical Max Horz 5=119(LC 6) Max Uplift 5=-19(LC 6), 3=-23(LC 6), 4=-23(LC 6) Max Grav 5=224(LC 1), 3=54(LC 1), 4=54(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss J04 Truss Type Jack-Open Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701915 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-KQW7pZaag1weKJXp9IMp8qm7gB2vfc5gUl_pFRzS4zs Scale = 1:18.1 1 2 5 4 3 2x4 3x4 3x4 2-6-6 2-6-6 -1-5-0 1-5-0 2-6-6 2-6-6 1-2-83-0-00-5-62-6-103-0-08.49 12 Plate Offsets (X,Y)-- [4: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=216/0-4-9, 3=42/Mechanical, 4=24/Mechanical Max Horz 5=113(LC 6) Max Uplift 5=-21(LC 6), 3=-17(LC 7), 4=-27(LC 6) Max Grav 5=216(LC 1), 3=42(LC 1), 4=49(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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss J05 Truss Type Jack-Open Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701916 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-oc4V0vaCRL2VyT6?i?t2h1JIPbMuO3KqiPjNotzS4zr Scale = 1:19.1 1 2 5 4 3 2x4 3x4 3x4 2-9-15 2-9-15 -1-5-0 1-5-0 2-9-15 2-9-15 1-2-83-2-88.49 12 Plate Offsets (X,Y)-- [4: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=224/0-4-9, 3=54/Mechanical, 4=27/Mechanical Max Horz 5=119(LC 6) Max Uplift 5=-19(LC 6), 3=-23(LC 6), 4=-23(LC 6) Max Grav 5=224(LC 1), 3=54(LC 1), 4=54(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss M01 Truss Type Monopitch Qty 5 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701917 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-oc4V0vaCRL2VyT6?i?t2h1JCDbINO3sqiPjNotzS4zr Scale = 1:16.3 1 2 3 4 5 2x4 2x4 3x4 3x4 3x4 6-0-8 6-0-8 -1-0-0 1-0-0 6-0-8 6-0-8 0-7-52-7-84.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-10] 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-P 0.56 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.19 0.00 (loc) 2-5 2-5 5 l/defl >654 >382 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-0-15 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=232/Mechanical, 2=303/0-3-0 Max Horz 2=77(LC 5) Max Uplift 5=-74(LC 6), 2=-98(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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) 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, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss M02 Truss Type Monopitch Qty 2 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701918 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-GoetEFbqCfAMZdgCGjOHEFrJD?a47QVzx3TwKJzS4zq Scale = 1:62.2 1 2 4 3 5x12 5x8 5x6 3x6 9-4-8 9-4-8 9-4-8 9-4-8 1-3-510-7-1312.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-1-8], [3: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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.80 0.59 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.39 0.01 (loc) 3-4 3-4 3 l/defl >687 >281 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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* 1-4: 2x6 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 9-1-14 oc bracing. WEBS 1 Row at midpt 2-3, 1-3 REACTIONS.(lb/size)3=362/Mechanical, 4=362/0-3-8 Max Horz 4=306(LC 5) Max Uplift 3=-144(LC 5), 4=-6(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/151, 1-4=-264/58 BOT CHORD 3-4=-386/572 WEBS 1-3=-557/460 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) The Fabrication Tolerance at joint 2 = 8% 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) 4 except (jt=lb) 3=144. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss PB01 Truss Type Piggyback Qty 7 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701919 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-GoetEFbqCfAMZdgCGjOHEFrQo?g87SVzx3TwKJzS4zq Scale = 1:51.1 1 2 3 4 5 6 7 10 9 8 4x10 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-4-0 16-4-0 8-2-0 8-2-0 16-4-0 8-2-0 0-5-38-0-80-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-6], [6:0-4-0,0-0-6] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.20 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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 15-2-10. (lb) - Max Horz 2=-180(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 6 except 2=-109(LC 4), 10=-207(LC 6), 8=-206(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=334(LC 1), 10=430(LC 10), 8=430(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-351/290, 5-8=-351/289 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) 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) 6 except (jt=lb) 2=109, 10=207, 8=206. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss PB02 Truss Type Piggyback Qty 2 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701920 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-k?CFRacSzyIDBnFOqQwWmSOb_O0IsyX7AjCUsmzS4zp Scale = 1:45.9 1 2 3 4 5 6 7 8 9 12 11 10 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 16-4-0 16-4-0 7-7-4 7-7-4 8-8-12 1-1-8 16-4-0 7-7-4 0-5-37-5-120-1-80-5-30-1-87-5-1212.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-6], [4:0-4-8,0-2-0], [6:0-4-8,0-2-0], [8:0-4-0,0-0-6] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.21 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-2-10. (lb) - Max Horz 2=168(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8 except 2=-112(LC 4), 12=-197(LC 6), 10=-196(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=285(LC 2), 12=419(LC 10), 10=419(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-328/167, 6-7=-328/167 WEBS 3-12=-338/278, 7-10=-338/277 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 2=112, 12=197, 10=196. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss PB03 Truss Type Piggyback Qty 2 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701921 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-k?CFRacSzyIDBnFOqQwWmSOedO0Gsyi7AjCUsmzS4zp Scale = 1:33.7 1 2 3 4 5 6 7 89 12 11 10 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 16-4-0 16-4-0 5-7-4 5-7-4 10-8-12 5-1-8 16-4-0 5-7-4 0-5-35-5-120-1-80-5-30-1-85-5-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-8,Edge], [6:0-2-8,Edge], [8:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.21 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 8 8 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-2-10. (lb) - Max Horz 2=-121(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 12=-114(LC 6), 10=-113(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=302(LC 2), 12=320(LC 10), 10=320(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/112, 3-4=-329/118, 6-7=-329/118, 7-8=-271/105 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) 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) 2, 8 except (jt=lb) 12=114, 10=113. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss PB04 Truss Type Piggyback Qty 2 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701922 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-CBmefwd5kGQ3pxqaO8RlJgxoooMVbPFGPNy1OCzS4zo Scale = 1:28.0 1 2 3 4 5 6 7 89 12 11 10 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 16-4-0 16-4-0 3-7-4 3-7-4 12-8-12 9-1-8 16-4-0 3-7-4 0-5-33-5-120-1-80-5-30-1-83-5-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-8,Edge], [6:0-2-8,Edge], [8:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.21 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 8 8 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-2-10. (lb) - Max Horz 2=-75(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 10 except 11=433(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/122, 3-4=-279/95, 6-7=-279/95, 7-8=-307/115 WEBS 5-11=-306/124 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) 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) 2, 8, 11, 12, 10. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss PB05 Truss Type GABLE Qty 2 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701923 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-hNJ0sGdjVaYwQ4Pnxry_rtT0FCleKsWPd1haxezS4zn Scale = 1:28.9 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1 12 3x6 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-4-0 16-4-0 1-7-4 1-7-4 14-8-12 13-1-8 16-4-0 1-7-4 -0-0-41-7-01-7-40-1-00-1-81-5-1212.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [10:0-4-4,0-1-12] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-4-0. (lb) - Max Horz 1=-34(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 2, 11, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 lb or less at joint(s) 1, 12, 2, 11, 13, 14, 15, 16, 17, 18, 19 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 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 2, 11, 13, 14, 15, 16, 17, 18, 19. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T01 Truss Type Common Qty 4 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701924 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-hNJ0sGdjVaYwQ4Pnxry_rtTuVCdQKr5Pd1haxezS4zn Scale = 1:30.1 1 2 3 4 5 6 7 8 5x8 4x8 3x4 3x4 5x8 4x8 3x4 3x4 8-4-8 8-4-8 16-9-0 8-4-8 -1-0-0 1-0-0 8-4-8 8-4-8 16-9-0 8-4-8 17-9-0 1-0-0 0-7-53-4-130-7-54.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-14], [6:0-0-12,0-1-14], [8:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.55 0.55 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.04 (loc) 2-8 2-8 6 l/defl >999 >829 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-4-6, Right 2x4 SPF-S Stud 4-4-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=730/0-3-8, 6=730/0-3-8 Max Horz 2=-31(LC 5) Max Uplift 2=-67(LC 6), 6=-67(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1186/170, 4-6=-1186/170 BOT CHORD 2-8=-86/1054, 6-8=-86/1054 WEBS 4-8=0/358 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T02 Truss Type Common Qty 4 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701925 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-9atO3ceLGtgn2E_zVYTDO504ac2x3DqZshR8T5zS4zm Scale = 1:66.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x6 4x6 3x6 3x4 3x6 3x8 3x6 3x4 3x6 3x4 5x6 3x4 5x6 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 -1-0-0 1-0-0 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 21-11-0 1-0-0 1-3-511-8-131-3-512.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [8:0-2-12,0-1-8] 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-R 0.46 0.21 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2, 2-15,8-10: 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)15=894/0-3-8, 10=894/0-3-8 Max Horz 15=280(LC 5) Max Uplift 15=-53(LC 6), 10=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-862/106, 4-5=-654/195, 5-6=-654/195, 6-8=-862/106, 2-15=-838/119, 8-10=-838/119 BOT CHORD 14-15=-271/319, 12-14=-78/532, 11-12=0/532 WEBS 5-12=-158/475, 6-12=-252/163, 4-12=-252/164, 2-14=0/403, 8-11=0/403 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) 15, 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T03 Truss Type Common Qty 3 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701926 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-dmRmHyfz1BoegOZ93G_SxIZD60NAogyi5LAh?XzS4zl Scale = 1:61.6 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 4x6 5x8 3x4 3x6 3x8 3x6 3x4 3x6 3x4 5x8 3x4 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 -1-0-0 1-0-0 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 1-3-511-8-131-3-512.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.21 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 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* 5-10: 2x4 SPF No.2, 2-13,7-8: 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)13=896/0-3-8, 8=823/0-3-8 Max Horz 13=294(LC 5) Max Uplift 13=-53(LC 6), 8=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-864/106, 4-5=-656/195, 5-6=-657/195, 6-7=-868/104, 2-13=-839/119, 7-8=-766/81 BOT CHORD 12-13=-284/302, 10-12=-91/533, 9-10=0/536 WEBS 5-10=-158/476, 6-10=-257/163, 4-10=-252/164, 2-12=0/404, 7-9=0/376 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) 13, 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T04 Truss Type Common Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701927 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-dmRmHyfz1BoegOZ93G_SxIZB50NSol8i5LAh?XzS4zl Scale = 1:43.3 1 2 3 4 7 6 5 6x8 4x6 3x4 3x4 3x8 6x8 5-9-8 5-9-8 11-7-0 5-9-8 5-9-8 5-9-8 11-7-0 5-9-8 12-7-0 1-0-0 1-3-57-0-131-3-512.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.73 0.19 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 6-7 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 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* 1-7,3-5: 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)7=448/0-3-8, 5=524/0-3-8 Max Horz 7=-185(LC 4) Max Uplift 7=-18(LC 7), 5=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-426/88, 2-3=-426/89, 1-7=-391/69, 3-5=-467/108 BOT CHORD 6-7=-199/258 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, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T05 Truss Type Common Qty 2 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701928 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-5y?8UIgboVwVHY8MdzVhTW5M0PjSXC3sK?wFXzzS4zk Scale = 1:41.7 1 2 3 4 7 6 5 6x8 4x6 3x4 3x4 3x8 6x8 5-9-12 5-9-12 11-11-0 6-1-4 5-9-12 5-9-12 11-11-0 6-1-4 12-11-0 1-0-0 1-6-17-3-121-2-812.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.72 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 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* 1-7,3-5: 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)7=462/0-3-8, 5=537/0-3-8 Max Horz 7=-194(LC 4) Max Uplift 7=-19(LC 7), 5=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-431/91, 2-3=-442/89, 1-7=-404/68, 3-5=-476/111 BOT CHORD 6-7=-196/254 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, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T07 Truss Type Piggyback Base Qty 10 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701929 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-5y?8UIgboVwVHY8MdzVhTW5NEPZLX7qsK?wFXzzS4zk Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 3x6 6x10 3x8 6x10 8x16 5x6 5x6 8x16 5x6 5x6 3x6 3x8 2x4 2x4 3x8 3x8 2x4 3x6 10-9-8 10-9-8 18-11-8 8-2-0 27-1-8 8-2-0 37-11-0 10-9-8 -1-0-0 1-0-0 5-6-0 5-6-0 10-9-8 5-3-8 18-11-8 8-2-0 27-1-8 8-2-0 32-5-0 5-3-8 37-11-0 5-6-0 1-2-812-0-01-2-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-9-9,Edge], [6:0-6-8,0-1-4], [9:0-6-8,0-1-4], [12:0-9-9,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 0.64 0.86 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.09 (loc) 12-13 12-13 12 l/defl >999 >786 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,10-13: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-2-5, Right 2x8 SP 2400F 2.0E 4-2-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except 2-0-0 oc purlins (5-0-14 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 7-17, 7-13, 10-13 REACTIONS.(lb/size)12=1516/0-3-8, 2=1577/0-3-8 Max Horz 2=274(LC 5) Max Uplift 12=-22(LC 7), 2=-54(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1783/211, 4-6=-1525/267, 6-7=-1043/254, 7-9=-1045/255, 9-10=-1527/269, 10-12=-1784/212 BOT CHORD 2-17=-222/1104, 15-17=-146/1264, 13-15=-146/1264, 12-13=-24/1108 WEBS 6-17=-43/634, 7-17=-476/180, 7-15=0/281, 7-13=-476/180, 9-13=-45/636 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T08 Truss Type Piggyback Base Qty 4 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701930 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-Z9ZXiehDZo2MvijYAh0w0jeY?pvaGa4?Yffo4PzS4zj Scale = 1:70.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 19 18 17 16 15 3x6 6x10 3x8 6x10 3x6 8x16 5x6 5x6 3x6 3x8 2x4 2x4 3x8 3x8 2x4 8x16 5x6 5x6 3x6 10-9-8 10-9-8 18-11-8 8-2-0 27-1-8 8-2-0 37-11-0 10-9-8 -1-0-0 1-0-0 5-6-0 5-6-0 10-9-8 5-3-8 18-11-8 8-2-0 27-1-8 8-2-0 32-5-0 5-3-8 37-11-0 5-6-0 38-11-0 1-0-0 1-2-812-0-01-2-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-9-9,Edge], [6:0-6-8,0-1-4], [9:0-6-8,0-1-4], [13:0-9-9,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 0.64 0.86 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.09 (loc) 2-19 2-19 13 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,11-15: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-2-5, Right 2x8 SP 2400F 2.0E 4-2-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except 2-0-0 oc purlins (5-0-15 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 7-19, 7-15, 11-15 REACTIONS.(lb/size)2=1577/0-3-8, 13=1577/0-3-8 Max Horz 2=272(LC 5) Max Uplift 2=-54(LC 6), 13=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1782/211, 4-6=-1524/267, 6-7=-1042/254, 7-9=-1043/254, 9-11=-1524/267, 11-13=-1782/211 BOT CHORD 2-19=-220/1104, 17-19=-144/1262, 15-17=-144/1262, 13-15=-15/1104 WEBS 6-19=-42/633, 7-19=-475/180, 7-17=0/281, 7-15=-476/180, 9-15=-43/635 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) 2, 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701931 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-1L7vv_hrK6ADXsIkkOY9YxBh4DK5?0l9nJPLcszS4zi Scale = 1:80.2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 3x6 5x6 3x8 6x8 6x6 2x4 4x8 3x8 3x4 2x4 3x6 3x4 3x6 4x8 5x12 3x4 4x10 3x4 3x6 3x6 4x6 4x6 3x4 2-3-8 2-3-8 6-6-8 4-3-0 10-9-8 4-3-0 11-9-14 1-0-6 19-5-11 7-7-13 27-1-8 7-7-13 32-5-0 5-3-8 37-11-0 5-6-0 -1-0-0 1-0-0 2-3-8 2-3-8 6-6-8 4-3-0 10-9-8 4-3-0 11-9-14 1-0-6 19-5-11 7-7-13 27-1-8 7-7-13 32-5-0 5-3-8 37-11-0 5-6-0 1-2-812-0-01-2-80-8-012-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-4,0-1-12], [10:0-4-12,0-1-8], [14:0-2-8,0-1-8], [19:0-6-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.81 0.52 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.12 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-23: 2x6 SP 2400F 2.0E 7-18,6-20,8-19,8-17,10-17,10-15,7-20: 2x4 SPF No.2 2-24,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-3 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-19, 8-17, 10-17, 11-15, 7-20 REACTIONS.(lb/size)24=1575/0-3-8, 13=1504/0-3-8 Max Horz 24=300(LC 5) Max Uplift 24=-57(LC 6), 13=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1367/143, 4-5=-1784/206, 5-6=-1582/287, 6-7=-1067/252, 7-8=-1131/258, 8-10=-1247/275, 10-11=-1525/278, 11-12=-1686/181, 2-24=-1538/171, 12-13=-1440/146 BOT CHORD 23-24=-266/268, 21-22=-337/1223, 20-21=-230/1198, 19-20=-194/1130, 15-17=-59/1008, 14-15=-12/1108 WEBS 22-23=-478/39, 4-22=-438/60, 7-19=-44/499, 5-20=-265/167, 6-20=-154/930, 17-19=-147/1216, 8-19=-284/155, 8-17=-379/261, 10-17=-168/514, 10-15=-56/349, 2-23=-71/1036, 12-14=-21/893, 7-20=-829/246 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, 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T10 Truss Type Hip Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701932 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-VXhH7JiU5QI48?swI63O58jtcdhBkUlI0z8v8IzS4zh Scale = 1:72.3 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 3x6 5x8 3x6 6x8 6x6 2x4 4x8 3x8 5x12 2x4 2x4 3x6 3x4 3x6 3x4 3x4 4x10 3x4 3x6 3x6 4x6 4x6 3x4 2-3-8 2-3-8 6-4-2 4-0-10 10-4-12 4-0-10 13-4-8 2-11-12 20-5-6 7-0-14 27-6-4 7-0-14 32-7-6 5-1-2 37-11-0 5-3-10 -1-0-0 1-0-0 2-3-8 2-3-8 6-4-2 4-0-10 10-4-12 4-0-10 13-4-8 2-11-12 20-5-6 7-0-14 27-6-4 7-0-14 32-7-6 5-1-2 37-11-0 5-3-10 1-2-811-7-41-2-80-8-011-7-412.00 12 Plate Offsets (X,Y)-- [6:0-6-4,0-1-12], [10:0-4-12,0-1-8], [14:0-2-8,0-1-8], [19:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.76 0.46 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.30 0.11 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-23: 2x6 SP 2400F 2.0E 7-18,6-20,6-19,8-19,8-17,10-17,10-15: 2x4 SPF No.2 2-24,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 8-19, 8-17, 10-17 REACTIONS.(lb/size)24=1573/0-3-8, 13=1503/0-3-8 Max Horz 24=291(LC 5) Max Uplift 24=-57(LC 6), 13=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1365/145, 4-5=-1785/208, 5-6=-1594/287, 6-7=-1222/263, 7-8=-1222/265, 8-10=-1275/274, 10-11=-1534/276, 11-12=-1679/181, 2-24=-1536/173, 12-13=-1440/146 BOT CHORD 23-24=-259/259, 21-22=-334/1215, 20-21=-235/1205, 19-20=-186/1061, 15-17=-64/1016, 14-15=-16/1107 WEBS 22-23=-473/37, 4-22=-436/57, 7-19=-321/143, 5-20=-276/163, 6-20=-92/328, 6-19=-197/664, 17-19=-153/1214, 8-17=-421/255, 10-17=-170/560, 10-15=-56/325, 2-23=-67/1024, 12-14=-25/907 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, 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T11 Truss Type Hip Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701933 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-zkFfKfj6sjQxm9R7spadeMG3s1_fTsjREduSgkzS4zg Scale = 1:75.4 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 5x10 MT18HS 3x8 4x10 2x4 4x8 3x8 3x4 2x4 3x6 4x8 3x8 5x12 3x8 3x8 5x8 4x6 3x8 5x10 MT18HS 2-3-8 2-3-8 8-4-12 6-1-4 13-4-8 4-11-12 21-5-6 8-0-14 29-6-4 8-0-14 37-11-0 8-4-12 -1-0-0 1-0-0 2-3-8 2-3-8 8-4-12 6-1-4 13-4-8 4-11-12 21-5-6 8-0-14 29-6-4 8-0-14 37-11-0 8-4-12 1-2-89-5-29-7-41-2-80-8-09-5-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-7-0,0-1-15], [8:0-7-0,0-1-12], [9:0-6-4,Edge], [13:0-2-8,0-1-8], [15:0-6-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.67 0.64 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.49 0.14 (loc) 13-14 13-14 10 l/defl >999 >925 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-18: 2x6 SP 2400F 2.0E, 7-15,7-11: 2x4 SPF No.2 2-19: 2x4 SPF-S Stud, 9-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-13 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-15, 7-11 REACTIONS.(lb/size)19=1571/0-3-8, 10=1501/0-3-8 Max Horz 19=243(LC 5) Max Uplift 19=-59(LC 5), 10=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1356/148, 3-4=-1762/223, 4-5=-1172/229, 5-7=-1573/266, 7-8=-1084/238, 8-9=-1707/210, 2-19=-1537/178, 9-10=-1416/172 BOT CHORD 16-17=-342/1260, 15-16=-257/1577, 11-13=-209/1564, 10-11=-204/424 WEBS 17-18=-508/69, 3-17=-456/99, 5-15=0/354, 4-16=-46/833, 5-16=-862/213, 13-15=-207/1549, 7-11=-797/197, 8-11=-17/656, 2-18=-138/1105, 9-11=-246/779 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T12 Truss Type Hip Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701934 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-zkFfKfj6sjQxm9R7spadeMG0C1xeToCREduSgkzS4zg Scale = 1:71.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 5x10 MT18HS 3x6 3x4 4x8 3x6 3x4 2x4 3x6 4x8 4x8 6x8 4x8 3x8 4x6 4x6 3x4 6x8 5x10 MT18HS 2-3-8 2-3-8 6-4-12 4-1-4 13-4-8 6-11-12 22-5-6 9-0-14 31-6-4 9-0-14 37-11-0 6-4-12 -1-0-0 1-0-0 2-3-8 2-3-8 6-4-12 4-1-4 13-4-8 6-11-12 22-5-6 9-0-14 31-6-4 9-0-14 37-11-0 6-4-12 38-11-0 1-0-0 1-2-87-5-27-7-41-2-80-8-07-5-212.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-7-0,0-1-15], [8:0-7-0,0-1-12], [9:0-3-8,Edge], [14:0-2-8,0-2-0], [16:0-5-8,0-3-12] 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-R 0.84 0.83 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.72 0.17 (loc) 14-15 14-15 11 l/defl >999 >626 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 176 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-19: 2x6 SP 2400F 2.0E, 7-16,7-12: 2x4 SPF No.2 2-20,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-3 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 9-11-9 oc bracing. WEBS 1 Row at midpt 5-17, 7-12 REACTIONS.(lb/size)20=1574/0-3-8, 11=1574/0-3-8 Max Horz 20=182(LC 5) Max Uplift 20=-109(LC 5), 11=-109(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1366/153, 3-4=-1782/226, 4-5=-1253/199, 5-7=-2091/313, 7-8=-1132/212, 8-9=-1717/197, 2-20=-1536/181, 9-11=-1516/194 BOT CHORD 17-18=-279/1202, 16-17=-334/2098, 12-14=-269/1996 WEBS 18-19=-462/41, 3-18=-438/55, 5-16=0/391, 4-17=-44/869, 5-17=-1188/244, 14-16=-264/1960, 7-14=0/285, 7-12=-1143/224, 8-12=-10/699, 2-19=-73/999, 9-12=-212/1011 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 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) except (jt=lb) 20=109, 11=109. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T13 Truss Type Hip Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701935 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-Swo1X?kkd1YoOJ0JPX5sAZpGZQEQCFbbTHd0DBzS4zf Scale = 1:71.5 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 6x6 3x6 3x4 4x8 3x6 3x4 2x4 3x6 3x6 5x8 6x16 3x4 3x6 4x8 5x6 4x6 4x6 2x4 6x6 5x8 2x4 2-3-8 2-3-8 4-4-12 2-1-4 8-10-10 4-5-14 13-4-8 4-5-14 23-5-6 10-0-14 33-6-4 10-0-14 37-11-0 4-4-12 -1-0-0 1-0-0 2-3-8 2-3-8 4-4-12 2-1-4 8-10-10 4-5-14 13-4-8 4-5-14 20-1-1 6-8-9 26-9-11 6-8-9 33-6-4 6-8-9 37-11-0 4-4-12 38-11-0 1-0-0 1-2-85-5-25-7-41-2-80-8-05-5-212.00 12 Plate Offsets (X,Y)-- [4:0-3-14,Edge], [10:0-3-4,0-2-3], [11:0-3-0,0-1-15], [15:0-3-12,0-2-0], [18:0-8-12,0-3-12] 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-R 0.54 0.99 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -1.15 0.22 (loc) 15-17 15-17 13 l/defl >999 >394 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 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* 3-22: 2x6 SP 2400F 2.0E, 6-17: 2x4 SPF No.2 4-20,2-23,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-9 max.): 4-10. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 15-18, 9-14, 6-19 REACTIONS.(lb/size)23=1574/0-3-8, 13=1574/0-3-8 Max Horz 23=135(LC 5) Max Uplift 23=-155(LC 5), 13=-155(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1366/171, 3-4=-1775/270, 4-5=-2278/354, 5-6=-2276/353, 6-8=-2985/460, 8-9=-2602/351, 9-10=-1158/186, 10-11=-1674/211, 2-23=-1535/185, 11-13=-1546/180 BOT CHORD 20-21=-249/1184, 19-20=-230/1271, 18-19=-484/3037, 15-17=-41/256, 14-15=-341/2305 WEBS 21-22=-448/46, 3-21=-440/53, 6-18=0/413, 15-18=-418/2663, 8-15=-556/209, 9-15=0/584, 9-14=-1476/286, 10-14=-47/808, 2-22=-77/966, 11-14=-159/1117, 4-19=-235/1441, 6-19=-1063/190, 5-19=-284/111 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) except (jt=lb) 23=155, 13=155. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T14 Truss Type Hip Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701936 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-w6MQlLkMNLhf?TbVzEc5jnLNEqepxqSkiwNZldzS4ze Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 3x6 5x10 MT18HS 3x8 12x12 5x6 5x6 12x12 5x6 5x6 3x6 3x8 2x4 2x4 3x8 3x8 2x4 5x10 MT18HS 3x6 10-4-12 10-4-12 18-11-8 8-6-12 27-6-4 8-6-12 37-11-0 10-4-12 -1-0-0 1-0-0 5-3-10 5-3-10 10-4-12 5-1-2 18-11-8 8-6-12 27-6-4 8-6-12 32-7-6 5-1-2 37-11-0 5-3-10 1-2-811-5-211-7-41-2-811-5-212.00 12 Plate Offsets (X,Y)-- [6:0-6-12,0-1-8], [9:0-6-12,0-1-8] 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-R 0.74 0.72 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.09 (loc) 12-13 12-13 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,10-13: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-0-10, Right 2x8 SP 2400F 2.0E 4-0-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except 2-0-0 oc purlins (4-9-10 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 7-13 REACTIONS.(lb/size)12=1516/Mechanical, 2=1577/0-3-8 Max Horz 2=262(LC 5) Max Uplift 12=-21(LC 7), 2=-53(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1788/207, 4-6=-1539/265, 6-7=-1054/249, 7-9=-1055/249, 9-10=-1540/266, 10-12=-1789/208 BOT CHORD 2-17=-221/1102, 15-17=-156/1337, 13-15=-156/1337, 12-13=-25/1107 WEBS 6-17=-43/644, 7-17=-541/178, 7-15=0/330, 7-13=-537/178, 9-13=-43/642 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 12%, joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T15 Truss Type Hip Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701937 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-OJwoyhl_8epWddAiXx7KF_uaiEyFgH?uxa66H3zS4zd Scale = 1:71.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 5x10 MT18HS 3x6 4x10 3x6 3x6 3x8 3x4 3x4 3x4 3x8 4x10 3x6 5x10 MT18HS 3x6 8-4-12 8-4-12 18-11-8 10-6-12 29-6-4 10-6-12 37-11-0 8-4-12 -1-0-0 1-0-0 8-4-12 8-4-12 15-5-4 7-0-8 22-5-12 7-0-8 29-6-4 7-0-8 37-11-0 8-4-12 1-2-89-5-29-7-41-2-89-5-212.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8], [3:0-6-12,0-1-8], [7:0-6-12,0-1-8], [8:0-6-4,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-R 0.63 0.84 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.61 0.08 (loc) 12-14 12-14 9 l/defl >999 >734 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,6-10: 2x4 SPF No.2, 2-15,8-9: 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 (4-4-1 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS.(lb/size)15=1573/0-3-8, 9=1497/Mechanical Max Horz 15=244(LC 5) Max Uplift 15=-60(LC 5), 9=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1706/205, 3-4=-1080/233, 4-6=-1541/249, 6-7=-1083/233, 7-8=-1710/205, 2-15=-1498/206, 8-9=-1422/166 BOT CHORD 14-15=-316/376, 12-14=-238/1497, 10-12=-208/1498, 9-10=-216/414 WEBS 3-14=-29/673, 4-14=-753/220, 6-10=-751/220, 7-10=-28/673, 2-14=-207/797, 8-10=-220/785 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 12%, joint 7 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T16 Truss Type Hip Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701938 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-sVUAA1mcvyxNFnlu5feZoCRizeLMPie19EsgqWzS4zc Scale = 1:69.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 5x10 MT18HS 3x6 6x8 3x4 3x6 3x12 3x8 2x4 3x4 3x4 3x12 6x8 3x4 5x10 MT18HS 3x6 6-4-12 6-4-12 14-9-11 8-4-15 23-1-5 8-3-11 31-6-4 8-4-15 37-11-0 6-4-12 -1-0-0 1-0-0 6-4-12 6-4-12 14-9-11 8-4-15 23-1-5 8-3-11 31-6-4 8-4-15 37-11-0 6-4-12 1-2-87-5-27-7-41-2-87-5-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-12,0-1-8], [7:0-6-12,0-1-8], [8:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.79 0.66 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.39 0.11 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 165 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,4-12,6-10: 2x4 SPF No.2, 2-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 4-12, 6-10 REACTIONS.(lb/size)16=1575/0-3-8, 9=1504/Mechanical Max Horz 16=196(LC 5) Max Uplift 16=-109(LC 5), 9=-106(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1717/197, 3-4=-1128/211, 4-6=-1951/281, 6-7=-1132/211, 7-8=-1721/196, 2-16=-1516/194, 8-9=-1445/156 BOT CHORD 15-16=-218/269, 13-15=-305/1950, 12-13=-305/1950, 10-12=-276/1951 WEBS 3-15=-19/708, 4-15=-1120/225, 4-13=0/341, 6-12=0/341, 6-10=-1118/224, 7-10=-17/708, 2-15=-198/993, 8-10=-210/982 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=109, 9=106. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T17 Truss Type Hip Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701939 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-Kh2YNNnEgG3DswK4eMAoLPzxB2es8AuAOubDMyzS4zb Scale = 1:70.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 5x10 MT18HS 3x6 4x6 2x4 3x6 4x8 3x6 3x4 3x4 3x4 3x6 4x8 5x10 MT18HS 4x6 2x4 3x6 4-4-12 4-4-12 14-1-4 9-8-8 23-9-12 9-8-8 33-6-4 9-8-8 37-11-0 4-4-12 -1-0-0 1-0-0 4-4-12 4-4-12 11-8-2 7-3-6 18-11-8 7-3-6 26-2-14 7-3-6 33-6-4 7-3-6 37-11-0 4-4-12 1-2-85-5-25-7-41-2-85-5-212.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-7-0,0-1-15], [8:0-7-0,0-1-15], [9:0-2-12,0-1-8] 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-R 0.56 0.89 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.60 0.15 (loc) 15-16 11-12 10 l/defl >999 >757 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,7-11: 2x4 SPF No.2, 2-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-9 max.): 3-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-11 REACTIONS.(lb/size)17=1575/0-3-8, 10=1504/Mechanical Max Horz 17=149(LC 5) Max Uplift 17=-155(LC 5), 10=-151(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1678/210, 3-4=-1165/187, 4-5=-2581/357, 5-7=-2583/357, 7-8=-1171/186, 8-9=-1685/208, 2-17=-1550/178, 9-10=-1479/159 BOT CHORD 15-16=-407/2385, 12-15=-453/2785, 11-12=-368/2388 WEBS 3-16=-38/792, 4-16=-1525/295, 4-15=0/517, 5-15=-307/137, 5-12=-305/137, 7-12=0/517, 7-11=-1523/295, 8-11=-36/793, 2-16=-157/1137, 9-11=-167/1111 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 16%, joint 8 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=155, 10=151. 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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T18 Truss Type Half Hip Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701940 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-Kh2YNNnEgG3DswK4eMAoLPz222pX8IIAOubDMyzS4zb Scale = 1:19.2 1 2 3 4 7 6 5 5x8 2x4 2x4 3x4 3x6 1-2-6 1-2-6 2-4-12 1-2-6 -1-0-0 1-0-0 2-0-0 2-0-0 2-4-12 0-4-12 1-2-83-2-80-3-82-11-03-2-812.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-1-4], [3:0-4-11,0-1-10], [4:0-0-14,0-0-14] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.03 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=79/Mechanical, 7=174/0-3-8, 4=9/Mechanical Max Horz 7=102(LC 5) Max Uplift 5=-102(LC 5), 7=-18(LC 6), 4=-5(LC 5) Max Grav 5=83(LC 11), 7=174(LC 1), 4=9(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4 except (jt=lb) 5=102. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 27 lb up at 2-3-8 on top chord, and 20 lb down and 33 lb up at 2-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-11(F) 5=-10(F) April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss T19 Truss Type Half Hip Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701941 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-otcwbjntRZB4U4vHC4h1tdWBVRA0tl3KdYLmuOzS4za Scale = 1:19.2 1 2 3 4 6 5 5x8 2x4 2x4 3x4 2-3-8 2-3-8 2-4-12 0-1-4 -1-0-0 1-0-0 2-0-0 2-0-0 2-4-12 0-4-12 1-2-83-2-82-11-03-2-812.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-1-4], [3:0-4-11,0-1-10], [4:0-0-14,0-0-14] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=30/Mechanical, 6=173/0-3-8, 4=50/Mechanical Max Horz 6=102(LC 5) Max Uplift 5=-49(LC 5), 6=-19(LC 4), 4=-57(LC 5) Max Grav 5=62(LC 2), 6=173(LC 1), 4=50(LC 1) 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 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) 5, 6, 4. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 30 lb up at 2-3-8 on top chord, and 20 lb down and 33 lb up at 2-3-8 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, 5-6=-20 Concentrated Loads (lb) Vert: 3=-3(B) 5=-10(B) April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss TG01 Truss Type Common Girder Qty 1 Ply 2 94 Woods at Shelborne Job Reference (optional) I36701942 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-otcwbjntRZB4U4vHC4h1tdW8zR8EtdOKdYLmuOzS4za Scale = 1:39.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 4x8 4x6 3x12 6x16 6x6 3x6 8x8 3x6 6x6 0-1-12 0-1-12 0-3-8 0-1-12 3-0-10 2-9-2 5-9-12 2-9-2 8-8-10 2-10-14 11-11-0 3-2-6 3-0-10 3-0-10 5-9-12 2-9-2 8-8-10 2-10-14 11-11-0 3-2-6 12-11-0 1-0-0 1-6-17-3-121-2-812.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-2-12], [7:1-2-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.43 0.25 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 -0.01 (loc) 8-9 8-9 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-9: 2x4 SPF No.2, 1-11,5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=4500/0-3-8, 7=3946/0-3-8 Max Horz 7=-193(LC 11) Max Uplift 11=-363(LC 6), 7=-815(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3562/370, 2-3=-2890/435, 3-4=-2897/435, 4-5=-3713/703, 1-11=-3436/346, 5-7=-3420/620 BOT CHORD 10-11=-42/609, 9-10=-214/2448, 8-9=-526/2554, 7-8=-345/628 WEBS 1-10=-204/2025, 2-10=0/1001, 2-9=-750/60, 3-9=-540/3795, 4-9=-883/463, 4-8=-534/1182, 5-8=-274/2033 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 11=363, 7=815. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1496 lb down and 33 lb up at 1-5-8, 1477 lb down and 68 lb up at 3-5-8, 1484 lb down and 118 lb up at 5-5-8, and 1484 lb down and 163 lb up at 7-5-8, and 1514 lb down and 733 lb up at 9-5-8 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 April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss TG01 Truss Type Common Girder Qty 1 Ply 2 94 Woods at Shelborne Job Reference (optional) I36701942 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-otcwbjntRZB4U4vHC4h1tdW8zR8EtdOKdYLmuOzS4za 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, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 12=-1496(B) 13=-1477(B) 14=-1484(B) 15=-1484(B) 16=-1514(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701943 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-kGjh?Op7zBRojO2fKVjVy2bQDFeZLS5d4sqtzHzS4zY Scale = 1:69.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 6x10 3x8 MT18HS 5x6 3x4 3x8 3x6 2x4 5x10 MT18HS 4x8 4x8 5x12 2x4 8x8 6x16 3x12 2x4 5x12 2x4 5x12 4x6 4x6 3x4 4x6 8x8 3x6 2-3-8 2-3-8 6-0-11 3-9-3 9-8-9 3-7-15 13-4-8 3-7-15 18-11-13 5-7-5 24-5-6 5-5-9 29-10-15 5-5-9 35-6-4 5-7-5 37-11-0 2-4-12 -1-0-0 1-0-0 2-4-12 2-4-12 6-0-11 3-7-15 9-8-9 3-7-15 13-4-8 3-7-15 18-11-13 5-7-5 24-5-6 5-5-9 29-10-15 5-5-9 35-6-4 5-7-5 37-11-0 2-4-12 38-11-0 1-0-0 1-2-83-7-41-2-80-8-03-7-412.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-3-0], [4:0-3-8,0-2-0], [12:0-4-4,0-1-12], [20:0-3-8,0-4-8], [22:0-11-4,0-4-4], [24:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.64 0.96 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.60 -0.92 0.23 (loc) 20-21 20-21 15 l/defl >748 >489 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 195 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-7,7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 22-25: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-26: 2x6 SP 2400F 2.0E, 6-21,3-24: 2x4 SPF No.2 20-22: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-15 max.): 3-12. BOT CHORD Structural wood sheathing directly applied or 4-8-15 oc bracing. WEBS 1 Row at midpt 11-16 REACTIONS.(lb/size)27=1733/0-3-8, 15=1678/0-3-8 Max Horz 27=-88(LC 3) Max Uplift 27=-791(LC 4), 15=-787(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1553/788, 3-4=-3264/1700, 4-5=-4553/2360, 5-6=-4553/2360, 6-8=-5596/2887, 8-9=-4248/2197, 9-11=-4248/2197, 11-12=-1160/629, 12-13=-1607/822, 2-27=-1681/790, 13-15=-1640/776 BOT CHORD 24-25=-751/1392, 23-24=-1705/3263, 22-23=-2946/5699, 20-21=-167/324, 18-20=-2431/4710, 17-18=-1581/3084, 16-17=-1581/3084 WEBS 25-26=-476/201, 3-25=-464/207, 6-22=-274/502, 3-24=-1185/2284, 4-24=-1112/554, 4-23=-820/1578, 6-23=-1380/709, 20-22=-2286/4429, 8-22=-506/973, 8-20=-480/233, 8-18=-541/286, 9-18=-313/150, 11-18=-702/1355, 11-16=-2241/1158, 12-16=-476/861, 2-26=-549/1098, 13-16=-594/1170 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=791, 15=787. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701943 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:51 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-kGjh?Op7zBRojO2fKVjVy2bQDFeZLS5d4sqtzHzS4zY NOTES-(10-11) 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 32 lb up at 14-0-12, 49 lb down and 32 lb up at 16-0-12, 49 lb down and 32 lb up at 18-0-12, 49 lb down and 32 lb up at 20-0-12, 49 lb down and 32 lb up at 22-0-12, 49 lb down and 32 lb up at 24-0-12, 49 lb down and 32 lb up at 26-0-12, 49 lb down and 32 lb up at 28-0-12, 49 lb down and 32 lb up at 30-0-12, and 49 lb down and 32 lb up at 32-0-12, and 49 lb down and 32 lb up at 34-0-12 on top chord, and 27 lb down and 62 lb up at 2-0-12, 34 lb down and 75 lb up at 4-0-12, 34 lb down and 75 lb up at 6-0-12, 34 lb down and 75 lb up at 8-0-12, 34 lb down and 75 lb up at 10-0-12, 34 lb down and 75 lb up at 12-0-12, 6 lb down and 50 lb up at 14-0-12, 6 lb down and 50 lb up at 16-0-12, 6 lb down and 50 lb up at 18-0-12, 6 lb down and 50 lb up at 20-0-12, 6 lb down and 50 lb up at 22-0-12, 6 lb down and 50 lb up at 24-0-12, 6 lb down and 50 lb up at 26-0-12, 6 lb down and 50 lb up at 28-0-12, 6 lb down and 50 lb up at 30-0-12, 6 lb down and 50 lb up at 32-0-12, and 6 lb down and 50 lb up at 34-0-12, and 53 lb down and 101 lb up at 36-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-12=-60, 12-13=-60, 13-14=-60, 26-27=-20, 22-25=-20, 15-21=-20 Concentrated Loads (lb) Vert: 19=-3(F) 24=-34(F) 17=-3(F) 26=-12(F) 38=-34(F) 39=-34(F) 40=-34(F) 41=-34(F) 42=-3(F) 43=-3(F) 44=-3(F) 45=-3(F) 46=-3(F) 47=-3(F) 48=-3(F) 49=-3(F) 50=-3(F) 51=-50(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss TG03 Truss Type Hip Girder Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701944 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-DSH3DkqlkUZfLYdrtCEkVF8Z3f?t4wMmJWZRVjzS4zX Scale = 1:67.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5x8 3x8 5x8 8x8 5x8 8x8 4x10 2x4 4x8 2x4 2x4 8x8 4x10 8x8 3x8 5x8 2-4-12 2-4-12 10-9-0 8-4-4 18-11-8 8-2-8 27-2-0 8-2-8 35-6-4 8-4-4 37-11-0 2-4-12 -1-0-0 1-0-0 2-4-12 2-4-12 10-9-0 8-4-4 18-11-8 8-2-8 27-2-0 8-2-8 35-6-4 8-4-4 37-11-0 2-4-12 1-2-83-5-23-7-41-2-83-5-212.00 12 Plate Offsets (X,Y)-- [3:0-4-14,0-2-8], [9:0-4-14,0-2-8], [11:Edge,0-6-12], [11:0-1-12,0-0-0], [19:0-1-12,0-0-0], [19:Edge,0-6-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.83 0.89 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.60 -0.92 0.17 (loc) 15-17 15 11 l/defl >750 >492 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5,5-8: 2x4 SPF 2100F 1.8E, 8-9: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-18,4-15,7-15,7-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-9 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 5-1-8 oc bracing. WEBS 2 Rows at 1/3 pts 4-18, 7-12 REACTIONS.(lb/size)19=1654/0-3-8, 11=1534/Mechanical Max Horz 19=97(LC 4) Max Uplift 19=-778(LC 4), 11=-721(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1712/885, 3-4=-1289/699, 4-6=-4841/2487, 6-7=-4841/2487, 7-9=-1264/661, 9-10=-1675/834, 2-19=-1645/791, 10-11=-1535/742 BOT CHORD 17-18=-2070/3959, 15-17=-2070/3959, 13-15=-2027/3951, 12-13=-2027/3951 WEBS 3-18=-458/806, 4-18=-2854/1472, 4-17=-106/351, 4-15=-489/947, 6-15=-486/233, 7-15=-510/957, 7-13=-105/351, 7-12=-2874/1491, 9-12=-422/786, 2-18=-647/1277, 10-12=-629/1231 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) 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) except (jt=lb) 19=778, 11=721. 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) 49 lb down and 32 lb up at 4-0-12, 49 lb down and 32 lb up at 6-0-12, 49 lb down and 32 lb up at 8-0-12, 49 lb down and 32 lb up at 10-0-12, 49 lb down and 32 lb up at 12-0-12, 49 lb down and 32 lb up at 14-0-12, 49 lb down and 32 lb up at 16-0-12, 49 lb down and 32 lb up at 18-0-12, 49 lb down and 32 lb up at 20-0-12, 49 lb down and 32 lb up at 22-0-12, 49 lb down and 32 lb up at 24-0-12, 49 lb down and 32 lb up at 26-0-12, 49 lb down and 32 lb up at 28-0-12, 49 lb down and 32 lb up at 30-0-12, and 49 lb down and 32 lb up at 32-0-12, and 49 lb down and 32 lb up at 34-0-12 on top chord, and 73 lb down and 116 lb up at 2-0-12, 6 lb down and 50 lb up at 4-0-12, 6 lb down and 50 lb up at 6-0-12, 6 lb down and 50 lb up at 8-0-12, 6 lb down and 50 lb up at 10-0-12, 6 lb down and 50 lb up at 12-0-12, 6 lb down and 50 lb up at 14-0-12, 6 lb down and 50 lb up at 16-0-12, 6 lb down and 50 lb up at 18-0-12, 6 lb down and 50 lb up at 20-0-12, 6 lb down and 50 lb up at 22-0-12, 6 lb down and 50 lb up at 24-0-12, 6 lb down and 50 lb up at 26-0-12, 6 lb down and 50 lb up at 28-0-12, 6 lb down and 50 lb up at 30-0-12, 6 lb down and 50 lb up at 32-0-12, and 6 lb down and 50 lb up at 34-0-12, and 6 lb down and 50 lb up at 36-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss TG03 Truss Type Hip Girder Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701944 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:52 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-DSH3DkqlkUZfLYdrtCEkVF8Z3f?t4wMmJWZRVjzS4zX 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 9-10=-60, 11-19=-20 Concentrated Loads (lb) Vert: 16=-3(B) 14=-3(B) 36=-59(B) 37=-3(B) 38=-3(B) 39=-3(B) 40=-3(B) 41=-3(B) 42=-3(B) 43=-3(B) 44=-3(B) 45=-3(B) 46=-3(B) 47=-3(B) 48=-3(B) 49=-3(B) 50=-3(B) 51=-3(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701945 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-hfrRQ4rNVohWziC2Rwlz2Tgvx3YfpZiwYAJ_19zS4zW Scale = 1:18.1 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 3x4 3x6 1-9-8 1-9-8 2-4-12 0-7-4 -1-0-0 1-0-0 1-9-8 1-9-8 2-4-12 0-7-4 1-2-83-0-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 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)5=70/Mechanical, 7=172/0-3-8 Max Horz 7=93(LC 4) Max Uplift 5=-88(LC 4), 7=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 19 lb up at 1-9-8 on top chord, and 11 lb down and 38 lb up at 1-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-6(F) April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss V01 Truss Type Valley Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701946 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-hfrRQ4rNVohWziC2Rwlz2Tgog3U1pZ5wYAJ_19zS4zW Scale = 1:24.8 1 2 3 42x4 3x4 2x4 2x4 8-4-1 8-4-1 8-4-5 0-0-4 4-2-3 4-2-3 8-4-5 4-2-3 0-0-44-2-30-0-412.00 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 0.52 0.32 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=188/8-3-13, 3=188/8-3-13, 4=253/8-3-13 Max Horz 1=91(LC 5) Max Uplift 1=-32(LC 7), 3=-32(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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss V02 Truss Type Valley Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701947 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-9rPpeQr?G6pNarnE?dGCagD4YSt1Y?53mq2XZczS4zV Scale = 1:13.7 1 2 3 4 2x4 3x4 2x4 2x4 4-4-1 4-4-1 4-4-5 0-0-4 2-2-3 2-2-3 4-4-5 2-2-3 0-0-42-2-30-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.08 0.01 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: 9 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 4-4-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=92/4-3-13, 3=92/4-3-13, 4=124/4-3-13 Max Horz 1=45(LC 5) Max Uplift 1=-16(LC 7), 3=-16(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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss V03 Truss Type Valley Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701948 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-9rPpeQr?G6pNarnE?dGCagDyKSquYzn3mq2XZczS4zV Scale = 1:32.8 1 2 3 44x8 4x10 4x8 2x4 0-0-4 0-0-4 11-7-12 11-7-8 5-9-14 5-9-14 11-7-12 5-9-14 0-0-45-9-140-0-412.00 12 Plate Offsets (X,Y)-- [1:0-6-13,Edge], [3:0-3-9,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 0.59 0.28 0.16 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=235/11-7-4, 3=235/11-7-4, 4=406/11-7-4 Max Horz 1=-127(LC 4) Max Uplift 1=-17(LC 7), 3=-17(LC 7), 4=-3(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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss V04 Truss Type Valley Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701949 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:VcUZ1Jvwbu2LvvfTgiRP?bz5gIk-d1zBrmsd1PxEC?MQZKoR7umAasAMHSpC?Uo562zS4zU Scale = 1:25.5 1 2 3 42x4 3x4 2x4 2x4 0-0-4 0-0-4 7-7-12 7-7-8 3-9-14 3-9-14 7-7-12 3-9-14 0-0-43-9-140-0-412.00 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 0.43 0.26 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 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=171/7-7-4, 3=171/7-7-4, 4=230/7-7-4 Max Horz 1=-83(LC 4) Max Uplift 1=-29(LC 7), 3=-29(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.). April 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 94_Woods_at_Shelborne Truss V05 Truss Type Valley Qty 1 Ply 1 94 Woods at Shelborne Job Reference (optional) I36701950 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 14:50:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:4m7Ax_jKpnzbeMRMRH_DB?ya5fN-d1zBrmsd1PxEC?MQZKoR7umFxsBGHSZC?Uo562zS4zU Scale: 1"=1' 1 2 3 2x4 2x4 2x4 3-7-12 3-7-12 1-9-14 1-9-14 3-7-12 1-9-14 0-0-41-9-140-0-412.00 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 0.08 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=126/3-7-12, 3=126/3-7-12 Max Horz 1=37(LC 5) 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.). April 11,2019 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