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HomeMy WebLinkAboutI34077246.107_Woods_at_ShelborneRe: 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). Liu, Xuegang Pages or sheets covered by this seal: I34077246 thru I34077298 My license renewal date for the state of Indiana is July 31, 2020. 107_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: 107 Woods at Shelborne 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE01 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077246 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-xCrLcXYQFpvcZuUgshvM9V86TQr45d6iPINAQ7yvCVR Scale = 1:15.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x8 2x4 2x4 -1-0-0 1-0-0 3-11-8 3-11-8 0- 9 - 0 2- 0 - 1 3 4.00 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) 0.20 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=228/3-11-8, 4=138/3-11-8 Max Horz 5=62(LC 5) Max Uplift5=-48(LC 4), 4=-14(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 5 and 14 lb uplift at joint 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE02 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077247 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-POPkqtY2071SB13sQOQbhjhI1qBiq4lsey7jyZyvCVQ Scale = 1:17.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 6-0-0 6-0-0 0- 8 - 0 2- 2 - 0 3.00 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) 0.15 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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=210/6-0-0, 5=28/6-0-0, 6=291/6-0-0 Max Horz 7=63(LC 5) Max Uplift7=-45(LC 4), 5=-1(LC 5), 6=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 7, 1 lb uplift at joint 5 and 31 lb uplift at joint 6. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE03 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077248 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-LnWUEZaIXkHAQLDFXpT3n8mcxdsSIyO85Gcq1SyvCVO Scale = 1:100.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 62 61 60 59 58 57 56 55 54 53 52 515049 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 3x4 3x4 3x6 3x6 3x6 5x6 3x4 3x4 5x6 5x6 3x6 3x6 51-2-8 51-2-8 -1-0-0 1-0-0 16-4-8 16-4-8 34-10-0 18-5-8 51-2-8 16-4-8 1- 1 - 0 12 - 0 - 0 1- 1 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [12:0-3-0,0-0-2], [20:0-3-0,0-3-0], [22:0-3-0,0-0-2], [30:0-3-0,0-3-4], [33:Edge,0-2-8], [53:0-3-0,0-0-4] 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) 0.31 0.15 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 1 1 33 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 1204 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 32-33: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 20-44,19-45,18-46,17-47,16-48,15-49,14-50,13-52,11-54,21-43,23-41: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-22. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-44, 19-45, 18-46, 17-47, 16-48, 15-49, 14-50, 13-52, 11-54, 10-55, 9-56, 21-43, 23-41, 24-40, 25-39 REACTIONS.All bearings 51-2-8. (lb) - Max Horz 62=293(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 33, 44, 45, 46, 47, 48, 49, 50, 52, 55, 56, 57, 58, 59, 60, 40, 39, 38, 37, 36, 35 except 62=-157(LC 4), 61=-158(LC 5), 34=-141(LC 7) Max Grav All reactions 250 lb or less at joint(s) 62, 33, 44, 45, 46, 47, 48, 49, 50, 52, 54, 55, 56, 57, 58, 59, 60, 61, 43, 41, 40, 39, 38, 37, 36, 35, 34 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-41/262, 23-24=-43/252 NOTES-(12-13) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 44, 45, 46, 47, 48, 49, 50, 52, 55, 56, 57, 58, 59, 60, 40, 39, 38, 37, 36, 35 except (jt=lb) 62=157, 61=158, 34=141. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE04 Truss Type GABLE l l Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077249 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-I9eEfFbY3LXuffNdfEVXsZrtQRRRmk8RZa5x5LyvCVM Scale = 1:114.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 5x12 8x14 MT18HS 8x14 MT18HS 3x6 3x6 3x6 3x8 3x6 4x8 4x6 5x8 3x6 5x8 4x6 12x12 3x4 8-1-11 8-1-11 16-4-8 8-2-13 22-11-8 6-7-0 29-6-8 6-7-0 31-3-12 1-9-4 37-7-8 6-3-12 45-11-0 8-3-8 -1-0-0 1-0-0 8-1-11 8-1-11 16-4-8 8-2-13 22-11-8 6-7-0 29-6-8 6-7-0 37-7-8 8-1-0 45-11-0 8-3-8 46-11-0 1-0-0 1- 1 1 - 8 6- 6 - 2 12 - 0 - 0 1- 1 - 0 12 - 0 - 0 6.71 12 8.00 12 Plate Offsets (X,Y)-- [4:0-10-8,0-1-12], [6:0-10-8,0-1-12], [11:Edge,0-10-2], [12:0-2-8,0-1-8], [14:0-1-8,0-0-0], [19:0-2-8,0-1-8], [54:0-1-15,0-1-0], [64:0-2-0,0-0-8] 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) 0.64 0.57 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.07 (loc) 17-19 17-19 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 364 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* 3-19,7-15,7-12,2-19,9-12: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 29-30,43-44: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-6 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 3-17, 4-16, 5-16, 6-16, 6-15, 7-13 REACTIONS.(lb/size) 20=1448/0-3-8, 11=947/0-3-8, 13=1393/0-3-8 Max Horz 20=282(LC 5) Max Uplift20=-91(LC 6), 11=-81(LC 7), 13=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1751/187, 3-4=-1389/248, 4-5=-928/252, 5-6=-928/252, 6-7=-788/210, 7-8=-818/134, 8-9=-1062/106, 2-20=-1366/182, 9-11=-856/154 BOT CHORD 19-20=-269/320, 18-19=-191/1431, 17-18=-191/1431, 16-17=-147/1044, 15-16=-71/530, 14-15=-452/173, 13-14=-452/173, 12-13=0/774, 11-12=-59/466 WEBS 3-17=-491/168, 4-17=-10/520, 4-16=-257/73, 5-16=-388/184, 6-16=-137/861, 6-15=-797/102, 7-15=-84/1248, 7-13=-1710/181, 7-12=0/270, 2-19=-10/1240, 9-12=-62/309 NOTES-(12-13) 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) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) The Fabrication Tolerance at joint 4 = 8%, joint 6 = 12%, joint 11 = 0% 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11, 13. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE05 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077250 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-mMCctacBqfflHpypCx0mOmOAPrviVKOboEqUenyvCVL Scale = 1:45.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-0 16-7-0 -1-0-0 1-0-0 8-1-15 8-1-15 16-7-0 8-5-1 17-7-0 1-0-0 0- 1 1 - 8 5- 6 - 4 0- 1 1 - 8 6.71 12 6.50 12 Plate Offsets (X,Y)-- [6:0-3-2,0-2-0] 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) 0.11 0.05 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-7-0. (lb) - Max Horz 21=-119(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 21, 12, 17, 18, 20, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 21, 12, 16, 17, 18, 20, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 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) 21, 12, 17, 18, 20, 15, 14, 13. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE06 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077251 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-mMCctacBqfflHpypCx0mOmOADruMVL5boEqUenyvCVL Scale = 1:20.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x8 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 5-4-8 5-4-8 0- 9 - 0 2- 6 - 8 4.00 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) 0.12 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=192/5-4-8, 5=45/5-4-8, 6=242/5-4-8 Max Horz 7=78(LC 5) Max Uplift7=-38(LC 4), 5=-2(LC 5), 6=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE07 Truss Type GABLE COMMON Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077252 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-e7R7iyfhuu9BmQFbRn5iZcZg9S7KRy3AisoinYyvCVH Scale = 1:112.8 1 2 3 4 5 6 7 8 9 10 11 12 13 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 1514 5x12 5x6 5x10 MT18HS 3x8 3x4 3x4 5x6 3x4 6x8 3x4 3x4 3x4 3x6 3x6 3x6 3x8 3x8 3x6 3x4 3x4 3x6 5x12 5x8 2-3-8 2-3-8 8-1-11 5-10-3 14-3-8 6-1-13 16-3-8 2-0-0 16-7-0 0-3-8 22-11-8 6-4-8 29-6-8 6-7-0 37-7-8 8-1-0 45-11-0 8-3-8 -1-0-0 1-0-0 2-3-8 2-3-8 8-1-11 5-10-3 14-3-8 6-1-13 16-4-8 2-1-0 22-11-8 6-7-0 29-6-8 6-7-0 37-7-8 8-1-0 45-11-0 8-3-8 46-11-0 1-0-0 0- 1 1 - 8 5- 6 - 2 11 - 0 - 0 12 - 0 - 0 1- 1 - 0 1- 0 - 0 1- 8 - 0 1- 0 - 0 12 - 0 - 0 6.71 12 8.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-2-0], [6:0-1-12,0-2-4], [9:0-5-12,0-1-4], [14:Edge,0-3-8], [29:0-2-8,0-2-4], [31:0-3-12,0-2-8], [32:0-2-8,0-1-8], [34:Edge,0-2-8], [60:0-1-14,0-0-8], [63:0-1-14,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.89 0.65 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.05 (loc) 31-32 32-33 29 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 352 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-34,5-30: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-29,8-27,8-23,9-23,10-23: 2x4 SPF No.2, 2-35,12-14: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 26-42: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-9. BOT CHORD Structural wood sheathing directly applied. Except: 1 Row at midpt 5-31, 7-29 WEBS 1 Row at midpt 8-29, 8-27, 8-23, 9-23, 10-23 REACTIONS.All bearings 29-7-8 except (jt=length) 35=0-3-8, 29=0-3-8. (lb) - Max Horz 35=-266(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 35, 18 except 23=-178(LC 4), 26=-224(LC 2), 12=-221(LC 7), 29=-209(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 18, 24, 25, 22, 20, 14, 19, 17, 16, 15 except 35=395(LC 1), 27=445(LC 2), 23=585(LC 11), 12=430(LC 11), 29=1641(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-360/68, 4-5=-128/562, 5-6=-45/483, 6-7=-20/391, 7-8=-28/508, 11-12=-372/209, 2-35=-350/73 BOT CHORD 34-35=-145/261, 32-33=-173/461, 5-31=-278/155, 7-29=-988/139 WEBS 3-32=-409/135, 4-32=0/338, 4-31=-541/124, 29-31=-474/254, 7-31=-114/522, 8-29=-573/117, 9-23=-477/34, 10-23=-362/253 NOTES-(15-16) 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) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) The Fabrication Tolerance at joint 9 = 12% 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 18 except (jt=lb) 23=178, 26=224, 12=221, 29=209. 13) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 14) 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE07 Truss Type GABLE COMMON Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077252 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:20 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-e7R7iyfhuu9BmQFbRn5iZcZg9S7KRy3AisoinYyvCVH 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 107_WOODS_AT_SHELBOR~E Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077253 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-e7R7iyfhuu9BmQFbRn5iZcZrvSGLR7HAisoinYyvCVH Scale = 1:44.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 -1-0-0 1-0-0 5-11-8 5-11-8 11-11-0 5-11-8 12-11-0 1-0-0 1- 2 - 0 5- 7 - 1 0 1- 2 - 0 9.00 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) 0.14 0.07 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 130 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 11-11-0. (lb) - Max Horz 16=137(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 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) 16, 10, 14, 15, 12, 11. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE10 Truss Type Monopitch Supported Gable Qty 2 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077254 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-6J?VwIgJfBH2Naqn?Vcx5q5wXsXIAYpKxWYFJ_yvCVG Scale = 1:73.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x4 3x6 4x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 11-4-0 11-4-0 1- 2 - 0 9- 8 - 0 9.00 12 Plate Offsets (X,Y)-- [8:0-3-4,Edge], [9:0-3-8,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) 0.53 0.34 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-9: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS.All bearings 11-4-0. (lb) - Max Horz 15=289(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 13 except 15=-176(LC 4), 14=-244(LC 6) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12, 13, 14 except 15=354(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/171 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 13 except (jt=lb) 15=176, 14=244. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE11 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077255 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-6J?VwIgJfBH2Naqn?Vcx5q51NschAbOKxWYFJ_yvCVG Scale = 1:27.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x8 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-2-8 14-2-8 -1-0-0 1-0-0 7-1-4 7-1-4 14-2-8 7-1-4 15-2-8 1-0-0 0- 9 - 0 3- 1 - 7 0- 9 - 0 4.00 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) 0.09 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-2-8. (lb) - Max Horz 16=32(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 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) 16, 10, 14, 15, 12, 11. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss GE12 Truss Type GABLE COMMON Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077256 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-XuheYKiCy6gcE1ZMgd9ejSjRf3XNNkDmdTmvwJyvCVD Scale = 1:107.0 12 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 1415 6x8 3x6 6x10 3x8 3x6 3x6 3x6 3x6 3x6 5x8 4x6 4x6 3x6 3x6 3x6 3x4 5x8 4x10 3x4 3x4 3x4 5x6 3x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 22-6-5 6-1-13 31-3-12 8-9-7 34-10-0 3-6-4 42-11-0 8-1-0 45-11-0 3-0-0 51-2-8 5-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 22-6-5 6-1-13 28-8-3 6-1-13 34-10-0 6-1-13 42-11-0 8-1-0 51-2-8 8-3-8 52-2-8 1-0-0 1- 1 - 0 12 - 0 - 0 1- 1 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-4-8,0-1-12], [9:0-6-0,0-1-8], [16:0-2-8,0-1-8], [24:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.54 0.51 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.04 (loc) 16-18 22-24 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 425 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-24,10-16,12-16,2-24: 2x3 SPF No.2, 2-25: 2x6 SP No.1 OTHERS 2x3 SPF No.2 *Except* 34-35,44-45,54-55: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-22, 5-20, 6-20, 7-20, 7-19, 9-19, 10-18, 12-16 REACTIONS.All bearings 0-3-8 except (jt=length) 14=5-7-0. (lb) - Max Horz 25=285(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 25, 19 except 14=-121(LC 7) Max Grav All reactions 250 lb or less at joint(s) 15 except 25=1181(LC 10), 19=2438(LC 1), 14=600(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1422/123, 3-4=-1180/151, 4-5=-930/211, 5-6=-430/208, 6-7=-430/208, 7-8=0/437, 8-9=0/437, 9-10=-51/309, 10-11=-324/138, 11-12=-568/109, 12-14=-550/155, 2-25=-1104/164 BOT CHORD 24-25=-293/394, 23-24=-197/1073, 22-23=-197/1073, 21-22=-154/657, 20-21=-154/657, 17-18=0/366, 16-17=0/366, 15-16=-84/300, 14-15=-84/300 WEBS 4-24=0/292, 4-22=-535/173, 5-22=-26/511, 5-20=-520/71, 6-20=-387/170, 7-20=-75/1098, 7-19=-1378/243, 9-19=-998/101, 9-18=-50/450, 10-18=-569/194, 10-16=0/260, 2-24=0/684 NOTES-(12-13) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) The Fabrication Tolerance at joint 9 = 8% 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 19 except (jt=lb) 14=121. 10) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss J02 Truss Type Jack-Open Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077257 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-XuheYKiCy6gcE1ZMgd9ejSjU23eXNyZmdTmvwJyvCVD Scale = 1:14.7 1 2 5 3 4 2x4 2x4 2-7-11 2-6-15 -2-0-10 2-0-10 2-7-11 2-7-11 1- 1 - 0 1- 1 0 - 7 1- 6 - 5 1- 1 0 - 7 3.58 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) 0.32 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=284/0-6-5, 3=28/Mechanical, 4=15/Mechanical Max Horz 5=63(LC 6) Max Uplift5=-90(LC 4), 3=-13(LC 7) Max Grav 5=284(LC 1), 3=28(LC 1), 4=44(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-250/154 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss M01 Truss Type MONOPITCH Qty 8 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077258 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-XuheYKiCy6gcE1ZMgd9ejSjWg3c0NyZmdTmvwJyvCVD Scale = 1:15.8 1 2 3 4 5 2x4 3x6 3x4 2x4 -0-11-0 0-11-0 3-11-8 3-11-8 0- 9 - 0 2- 0 - 1 3 1- 9 - 5 0- 3 - 8 2- 0 - 1 3 4.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=214/0-3-8, 5=146/0-1-8 Max Horz 2=56(LC 5) Max Uplift2=-40(LC 4), 5=-15(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss M02 Truss Type Monopitch Qty 3 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077259 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-?5F0mfjqjQoTsB8YEKhtGgGYYTxw6Ppvs7WTSmyvCVC Scale = 1:18.1 1 2 3 5 4 3x6 3x6 3x8 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0- 8 - 0 2- 2 - 0 1- 1 0 - 8 0- 3 - 8 2- 2 - 0 3.00 12 Plate Offsets (X,Y)-- [4:0-3-8,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) 0.72 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=304/0-3-8, 4=221/0-1-8 Max Horz 5=63(LC 5) Max Uplift5=-55(LC 4), 4=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-265/154 NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss M03 Truss Type Monopitch Qty 6 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077260 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-?5F0mfjqjQoTsB8YEKhtGgGcgTyG6Ppvs7WTSmyvCVC Scale = 1:14.7 1 2 3 5 4 3x4 3x6 3x8 4-11-8 4-11-8 -1-0-0 1-0-0 4-11-8 4-11-8 0- 8 - 0 1- 1 0 - 1 4 1- 7 - 6 0- 3 - 8 1- 1 0 - 1 4 3.00 12 Plate Offsets (X,Y)-- [4:0-3-8,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) 0.46 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=264/0-3-8, 4=178/0-1-8 Max Horz 5=54(LC 5) Max Uplift5=-52(LC 4), 4=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss M04 Truss Type Monopitch Qty 5 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077261 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-?5F0mfjqjQoTsB8YEKhtGgGahTys6Ppvs7WTSmyvCVC Scale = 1:20.8 1 2 3 5 4 3x6 3x8 3x8 5-4-8 5-4-8 -1-0-0 1-0-0 5-4-8 5-4-8 0- 9 - 0 2- 6 - 8 2- 3 - 0 0- 3 - 8 2- 6 - 8 4.00 12 Plate Offsets (X,Y)-- [4:0-3-8,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) 0.58 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 4-5 4-5 4 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=280/0-3-8, 4=196/0-1-8 Max Horz 5=78(LC 5) Max Uplift5=-50(LC 4), 4=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss M05 Truss Type Half Hip Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077262 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-THpOz?kSTkwKULjko2C6otptmtKOrs335nF0_CyvCVB Scale = 1:15.1 1 2 3 6 4 5 3x4 2x4 2x4 1-3-0 1-3-0 1-11-8 0-8-8 -1-0-0 1-0-0 1-3-0 1-3-0 1-11-8 0-8-8 1- 1 - 0 1- 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=36/Mechanical, 6=163/0-3-8, 5=14/Mechanical Max Horz 6=43(LC 6) Max Uplift4=-18(LC 5), 6=-30(LC 6) Max Grav 4=36(LC 1), 6=163(LC 1), 5=33(LC 2) 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) -1-0-0 to 1-11-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 4, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss M06 Truss Type MONOPITCH Qty 10 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077263 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-THpOz?kSTkwKULjko2C6otptqtKKrs335nF0_CyvCVB Scale = 1:18.0 1 2 3 5 4 2x4 2x4 2x4 2x4 1-11-8 1-11-8 -0-11-0 0-11-0 1-11-8 1-11-8 1- 1 - 0 2- 4 - 1 1 2- 1 - 3 0- 3 - 8 2- 4 - 1 1 8.00 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) 0.11 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=151/0-3-8, 4=46/0-1-8 Max Horz 5=68(LC 5) Max Uplift5=-26(LC 6), 4=-32(LC 5) Max Grav 5=151(LC 1), 4=48(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss M07 Truss Type Monopitch Qty 6 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077264 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-THpOz?kSTkwKULjko2C6otpkDtCHrmA35nF0_CyvCVB Scale = 1:68.4 1 2 3 4 6 5 4x8 5x6 3x4 3x4 8x8 11-4-0 11-4-0 -1-0-0 1-0-0 5-8-0 5-8-0 11-4-0 5-8-0 1- 2 - 0 9- 8 - 0 9.00 12 Plate Offsets (X,Y)-- [4:0-3-4,Edge], [5:Edge,0-1-8], [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.55 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.74 0.00 (loc) 5-6 5-6 5 l/defl >447 >181 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF 2100F 1.8E 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 4-5 REACTIONS.(lb/size) 5=440/Mechanical, 6=516/0-3-8 Max Horz 6=289(LC 5) Max Uplift5=-97(LC 6), 6=-15(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-681/114, 2-6=-466/149 WEBS 3-5=-315/168, 3-6=-33/531 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, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077265 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-xTNnALl4E12B5VHxMljLL5L?8HVuaJJCJR?ZWeyvCVA Scale = 1:15.8 1 2 34 2x4 4x6 3x8 2x4 3-11-8 3-11-8 0- 9 - 0 2- 0 - 1 3 1- 9 - 5 0- 3 - 8 2- 0 - 1 3 4.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.65 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 1-3 1-3 3 l/defl >999 >951 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=410/0-3-8, 3=429/0-1-8 Max Horz 1=56(LC 4) Max Uplift1=-27(LC 3), 3=-40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 543 lb down and 41 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-543(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077266 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-xTNnALl4E12B5VHxMljLL5LxIHbVaJJCJR?ZWeyvCVA Scale = 1:14.7 1 2 3 5 46 3x4 3x6 3x8 4-11-8 4-11-8 -1-0-0 1-0-0 4-11-8 4-11-8 0- 8 - 0 1- 1 0 - 1 4 1- 7 - 6 0- 3 - 8 1- 1 0 - 1 4 3.00 12 Plate Offsets (X,Y)-- [4:0-3-8,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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=265/0-3-8, 4=179/0-1-8 Max Horz 5=54(LC 4) Max Uplift5=-52(LC 3), 4=-16(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss PB01 Truss Type GABLE Qty 14 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077267 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-Pfw9Ohmi?LA2jfs7vTEauIuAeg_nJkNMY5k734yvCV9 Scale = 1:50.7 2 3 4 5 6 11 10 9 8 1 7 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 3x6 18-5-8 18-5-8 9-2-12 9-2-12 18-5-8 9-2-12 6- 1 - 1 3 0- 1 - 4 0- 1 - 8 8.00 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) 0.28 0.10 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 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 18-5-8. (lb) - Max Horz 1=139(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 except 1=-223(LC 1), 7=-223(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=464(LC 1), 11=360(LC 10), 8=360(LC 11), 6=464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-269/143, 5-8=-269/143 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 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8, 6 except (jt=lb) 1=223, 7=223. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss PB02 Truss Type GABLE Qty 4 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077268 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-tsUXb1mKmfIvLoRJTAlpQWRNL4K52CeVnlUgbXyvCV8 Scale = 1:34.7 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-2-0 13-2-0 6-7-0 6-7-0 13-2-0 6-7-0 4- 4 - 1 1 0- 1 - 4 0- 1 - 8 8.00 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) 0.16 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=-98(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=275(LC 1), 10=284(LC 10), 8=284(LC 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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 6, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss PB03 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077269 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-tsUXb1mKmfIvLoRJTAlpQWRNL4K52CeVnlUgbXyvCV8 Scale = 1:34.7 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-2-0 13-2-0 6-7-0 6-7-0 13-2-0 6-7-0 4- 4 - 1 1 0- 1 - 4 0- 1 - 8 8.00 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) 0.16 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=-98(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=275(LC 1), 10=284(LC 10), 8=284(LC 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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 6, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss PBE01 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077270 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-M22vpNnzXyQmyy0W1tG2zjzZIUhJnfvf0PDE7zyvCV7 Scale = 1:50.7 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1 11 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-5-8 18-5-8 9-2-12 9-2-12 18-5-8 9-2-12 6- 1 - 1 3 0- 1 - 4 0- 1 - 8 8.00 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) 0.08 0.03 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 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 18-5-8. (lb) - Max Horz 1=-139(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 16, 18, 19, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 15, 16, 18, 19, 14, 13, 12, 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) 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, 11, 2, 16, 18, 19, 14, 13, 12. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss PBE02 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077271 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-qEcH0jobIGYda6bibbnHVxWliu1gW7koE3znfPyvCV6 Scale = 1:34.7 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-0 13-2-0 6-7-0 6-7-0 13-2-0 6-7-0 4- 4 - 1 1 0- 1 - 4 0- 1 - 8 8.00 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) 0.04 0.02 0.04 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=98(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 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) 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, 2, 13, 14, 11, 10. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss PBE03 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077272 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-qEcH0jobIGYda6bibbnHVxWk1u1YW69oE3znfPyvCV6 Scale = 1:50.7 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1 11 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-5-8 18-5-8 9-2-12 9-2-12 18-5-8 9-2-12 6- 1 - 1 3 0- 1 - 4 0- 1 - 8 8.00 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) 0.08 0.03 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 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 18-5-8. (lb) - Max Horz 1=-139(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 16, 18, 19, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 15, 16, 18, 19, 14, 13, 12, 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) 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, 11, 2, 16, 18, 19, 14, 13, 12. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T01 Truss Type PIGGYBACK BASE Qty 3 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077273 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-IRAgE3pD3agUCGAu8IJW283ptIGGFMBxTjiKCsyvCV5 Scale = 1:109.9 12 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x6 6x8 3x6 5x10 MT18HS 3x6 3x6 3x6 3x6 3x6 3x6 5x8 2x4 4x6 4x6 3x6 3x6 3x6 4x10 3x4 4x10 3x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 22-6-5 6-1-13 31-3-12 8-9-7 34-10-0 3-6-4 42-11-0 8-1-0 51-2-8 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 22-6-5 6-1-13 28-8-3 6-1-13 34-10-0 6-1-13 42-11-0 8-1-0 51-2-8 8-3-8 52-2-8 1-0-0 1- 1 - 0 12 - 0 - 0 1- 1 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [9:0-5-12,0-1-4], [15:0-2-8,0-1-8], [23:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.46 0.51 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.04 (loc) 18-19 21-23 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 272 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-23,10-15,2-23,12-15: 2x3 SPF No.2, 2-24,12-14: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-21, 5-19, 6-19, 7-19, 7-18, 9-18, 10-17 REACTIONS.(lb/size) 24=1151/0-3-8, 18=2458/0-3-8, 14=598/0-3-8 Max Horz 24=-285(LC 4) Max Uplift24=-92(LC 6), 14=-104(LC 7) Max Grav 24=1179(LC 10), 18=2458(LC 1), 14=653(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1418/125, 3-4=-1177/153, 4-5=-926/214, 5-6=-426/212, 6-7=-426/212, 7-8=0/440, 8-9=0/440, 9-10=-52/309, 10-11=-369/121, 11-12=-610/92, 2-24=-1102/166, 12-14=-580/148 BOT CHORD 23-24=-293/394, 22-23=-198/1071, 21-22=-198/1071, 20-21=-155/654, 19-20=-155/654, 16-17=0/400, 15-16=0/400, 14-15=-63/342 WEBS 4-23=0/292, 4-21=-535/173, 5-21=-26/511, 5-19=-522/69, 6-19=-387/170, 7-19=-74/1099, 7-18=-1378/243, 9-18=-1011/92, 9-17=-42/475, 10-17=-611/172, 10-15=0/354, 2-23=0/681 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 9 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24 except (jt=lb) 14=104. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T02 Truss Type Scissor Qty 2 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077274 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-IRAgE3pD3agUCGAu8IJW283isIBaFY7xTjiKCsyvCV5 Scale = 1:28.1 1 2 3 4 5 8 7 6 4x6 6x8 5x6 6x8 7-1-4 7-1-4 14-2-8 7-1-4 -1-0-0 1-0-0 7-1-4 7-1-4 14-2-8 7-1-4 15-2-8 1-0-0 0- 9 - 0 3- 1 - 7 0- 9 - 0 1- 1 - 1 0 4.00 12 2.00 12 Plate Offsets (X,Y)-- [6:Edge,0-5-8] 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) 0.91 0.81 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.29 0.13 (loc) 7 7 6 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP 2400F 2.0E *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=624/0-3-8, 6=624/0-3-8 Max Horz 8=-32(LC 7) Max Uplift8=-68(LC 6), 6=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1255/170, 3-4=-1255/170, 2-8=-695/186, 4-6=-695/186 BOT CHORD 7-8=-77/1132, 6-7=-77/1132 WEBS 3-7=0/493 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T03 Truss Type Scissor Qty 2 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077275 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-mdk2RPprqtoLpQl5i0qlaMbtRhXZ_?M5iNSukIyvCV4 Scale = 1:25.9 1 2 3 4 7 6 5 4x6 6x8 5x6 6x8 7-1-4 7-1-4 14-2-8 7-1-4 -1-0-0 1-0-0 7-1-4 7-1-4 14-2-8 7-1-4 0- 9 - 0 3- 1 - 7 0- 9 - 0 1- 1 - 1 0 4.00 12 2.00 12 Plate Offsets (X,Y)-- [4:Edge,0-5-8] 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) 0.92 0.83 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.13 (loc) 6 6 5 l/defl >999 >582 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP 2400F 2.0E *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=627/0-3-8, 5=547/0-3-8 Max Horz 7=39(LC 6) Max Uplift7=-68(LC 6), 5=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1274/193, 3-4=-1273/192, 2-7=-701/194, 4-5=-624/141 BOT CHORD 6-7=-121/1151, 5-6=-122/1152 WEBS 3-6=0/496 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T04 Truss Type Roof Special Qty 4 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077276 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:QYTAp6wbVu2LWTnqbCbwfOyvCet-mdk2RPprqtoLpQl5i0qlaMbzEhbt_0B5iNSukIyvCV4 Scale = 1:44.7 1 2 3 4 5 9 8 7 6 5x10 MT18HS 5x12 3x6 2x4 5x12 8-1-15 8-1-15 16-7-0 8-5-1 -1-0-0 1-0-0 8-1-15 8-1-15 16-7-0 8-5-1 17-7-0 1-0-0 0- 1 1 - 8 5- 6 - 4 0- 1 1 - 8 6.71 12 6.50 12 Plate Offsets (X,Y)-- [3:0-7-7,0-2-8], [6:0-3-8,Edge], [9:0-3-8,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) 0.55 0.55 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 49 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 2100F 1.8E *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=720/0-3-8, 6=720/0-3-8 Max Horz 9=-119(LC 4) Max Uplift9=-65(LC 6), 6=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-784/95, 3-4=-781/95, 2-9=-634/134, 4-6=-633/137 BOT CHORD 8-9=0/582, 7-8=0/582, 6-7=0/582 WEBS 3-7=0/326 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) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 3 = 8%, joint 9 = 12%, joint 6 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBORNE Truss T04A Truss Type COMMON Qty 2 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077277 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 14:43:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-yWukr5BSyaQngwjRlgaTR4lSwsqWNlPKB55KvOyv98_ Scale = 1:100.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 2526 27 28 3x6 3x6 3x6 3x6 4x6 3x6 6x10 4x6 2x4 2x4 6x16 3x6 4x6 6x10 4x8 12x20 2x4 3x8 6x16 6x16 6x16 1-0-01-0-0 11-11-1210-11-12 23-11-811-11-12 31-6-87-7-0 32-3-120-9-4 32-9-12 0-6-0 35-1-92-3-13 39-1-83-11-15 46-11-07-9-8 8-3-18-3-1 16-1-47-10-4 23-11-87-10-4 31-6-87-7-0 32-3-120-9-4 32-8-6 0-4-10 32-9-12 0-1-6 35-1-92-3-13 39-1-83-11-15 46-11-07-9-8 0- 1 1 - 0 12 - 4 - 1 2 0- 1 1 - 0 6.00 12 Plate Offsets (X,Y)-- [12:0-2-8,0-2-0], [19:0-9-8,0-6-0], [20:0-8-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.69 0.87 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -1.15 0.34 (loc) 15-17 15-17 11 l/defl >959 >324 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-15,6-15,6-19,3-18: 2x4 SPF No.2, 7-20: 2x10 SP No.1 2-18: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-15, 3-18 JOINTS 1 Brace at Jt(s): 19 REACTIONS.(lb/size) 11=1315/Mechanical, 18=1659/0-3-8, 20=736/0-3-8 Max Horz 18=130(LC 6) Max Uplift11=-1(LC 7), 18=-112(LC 6), 20=-140(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2419/292, 4-5=-2227/330, 5-6=-1572/306, 6-27=-3056/332, 7-27=-2785/168, 7-28=-2882/191, 8-28=-2808/164, 8-9=-2942/133, 9-10=-2032/195, 10-11=-272/0 BOT CHORD 17-18=-229/2236, 16-17=-88/1846, 15-16=-88/1846, 14-15=-11/282, 12-13=-0/261, 11-12=-88/1728 WEBS 3-17=-259/210, 5-17=0/587, 5-15=-803/232, 6-15=-77/431, 9-12=-760/135, 6-19=-34/1828, 15-19=0/1126, 9-19=0/872, 12-19=-101/1702, 3-18=-2604/233 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) 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) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 11, 112 lb uplift at joint 18 and 140 lb uplift at joint 20. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077278 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-ACPA3Qsj7oAvgtTfN8NSC_DSXvdcB9RXOLgYLdyvCV1 Scale = 1:116.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x6 6x8 3x6 5x10 MT18HS 3x8 3x4 3x4 4x6 5x12 3x4 3x4 3x6 3x6 3x8 5x12 4x6 5x8 2x4 5x6 4x6 3x6 3x6 3x6 5x6 3x4 4x8 3x6 6-3-4 6-3-4 12-4-0 6-0-12 14-8-0 2-4-0 16-4-8 1-8-8 22-6-5 6-1-13 31-3-12 8-9-7 34-10-0 3-6-4 42-11-0 8-1-0 51-2-8 8-3-8 -1-0-0 1-0-0 6-3-4 6-3-4 12-4-0 6-0-12 14-8-0 2-4-0 16-4-8 1-8-8 22-6-5 6-1-13 28-8-3 6-1-13 34-10-0 6-1-13 42-11-0 8-1-0 51-2-8 8-3-8 1- 1 - 0 12 - 0 - 0 1- 1 - 0 3- 0 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [7:0-5-8,0-1-12], [11:0-5-12,0-1-4], [16:0-2-8,0-1-8], [24:0-3-0,0-2-0], [26:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.67 0.48 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.15 (loc) 19-21 19-21 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 302 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-26: 2x3 SPF No.2, 17-20: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 7-22,7-21,8-21,9-21,9-19,11-19,11-18,12-18: 2x4 SPF No.2 2-28: 2x4 SPF-S Stud, 14-15: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-11. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-22, 7-21, 8-21, 9-21, 11-19, 12-18 2 Rows at 1/3 pts 9-19 REACTIONS.(lb/size) 28=957/0-3-8, 19=2961/0-3-8, 15=217/Mechanical Max Horz 28=294(LC 5) Max Uplift28=-86(LC 6), 19=-104(LC 5), 15=-133(LC 10) Max Grav 28=977(LC 10), 19=2961(LC 1), 15=378(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1140/131, 3-4=-956/153, 4-5=-1182/183, 5-6=-805/219, 6-7=-676/242, 9-10=-92/951, 10-11=-92/951, 11-12=-170/814, 12-13=-291/452, 13-14=-340/403, 2-28=-914/158, 14-15=-306/203 BOT CHORD 27-28=-280/330, 5-25=-43/549, 24-25=-193/896, 21-22=-103/372, 20-21=-605/140, 19-20=-605/140, 18-19=-614/153, 17-18=-335/243, 16-17=-335/243, 15-16=-60/279 WEBS 4-27=-408/150, 25-27=-181/952, 5-24=-727/154, 22-24=-195/714, 7-24=-223/1222, 7-22=-526/215, 7-21=-722/68, 8-21=-384/159, 9-21=-126/1320, 9-19=-1576/289, 11-19=-1323/85, 11-18=-41/485, 12-18=-661/167, 12-16=0/384, 2-27=0/641, 14-16=-459/144 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 11 = 4% 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) 28 except (jt=lb) 19=104, 15=133. 9) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T06 Truss Type PIGGYBACK BASE Qty 2 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077279 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-eOzZHmtMu6ImI12sxsuhlCmgAJzSwcOgd?Q5t3yvCV0 Scale = 1:106.1 12 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x6 6x8 3x6 6x10 3x8 3x6 3x6 3x6 3x6 3x6 5x8 2x4 4x6 4x6 3x6 3x6 3x6 4x10 3x4 4x8 3x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 22-6-5 6-1-13 31-3-12 8-9-7 34-10-0 3-6-4 42-11-0 8-1-0 51-2-8 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 22-6-5 6-1-13 28-8-3 6-1-13 34-10-0 6-1-13 42-11-0 8-1-0 51-2-8 8-3-8 1- 1 - 0 12 - 0 - 0 1- 1 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [9:0-6-0,0-1-8], [14:0-2-8,0-1-8], [22:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.49 0.51 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.29 0.04 (loc) 20-22 20-22 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 276 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-22,10-14,2-22,12-14: 2x3 SPF No.2, 2-23,12-13: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-20, 5-18, 6-18, 7-18, 7-17, 9-17, 10-16 REACTIONS.(lb/size) 23=1148/0-3-8, 17=2467/0-3-0, 13=518/Mechanical Max Horz 23=295(LC 5) Max Uplift23=-89(LC 6), 17=-3(LC 6), 13=-54(LC 7) Max Grav 23=1178(LC 10), 17=2467(LC 1), 13=573(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1417/115, 3-4=-1175/143, 4-5=-925/202, 5-6=-424/199, 6-7=-424/199, 7-8=0/448, 8-9=0/448, 9-10=-49/315, 10-11=-364/103, 11-12=-605/73, 2-23=-1101/159, 12-13=-499/99 BOT CHORD 22-23=-302/394, 21-22=-208/1069, 20-21=-208/1069, 19-20=-165/653, 18-19=-165/653, 15-16=0/403, 14-15=0/403, 13-14=-54/295 WEBS 4-22=0/292, 4-20=-535/174, 5-20=-26/512, 5-18=-525/73, 6-18=-387/170, 7-18=-74/1101, 7-17=-1381/242, 9-17=-1017/103, 9-16=-44/478, 10-16=-621/177, 10-14=0/351, 2-22=0/680 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 9 = 8% 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) 23, 17, 13. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBORNE Truss T07 Truss Type PIGGYBACK BASE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077280 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 14:44:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-NddjcldgEy4Xcc2YPxk9RtnpgmZ9YT6mhLZmhlyv97P Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1323 3x6 6x8 3x6 6x10 3x8 4x8 3x6 8x8 3x6 3x6 2x4 3x6 5x8 2x4 4x6 4x6 3x6 3x6 3x6 3x4 4x8 3x6 3x6 1-0-0 1-0-0 8-10-4 7-10-4 17-4-8 8-6-4 23-6-5 6-1-13 32-3-12 8-9-7 35-10-0 3-6-4 43-11-0 8-1-0 52-2-8 8-3-8 8-10-4 8-10-4 17-4-8 8-6-4 23-6-5 6-1-13 29-8-3 6-1-13 35-10-0 6-1-13 43-11-0 8-1-0 52-2-8 8-3-8 0- 5 - 0 12 - 0 - 0 1- 1 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-6-2,0-0-7], [1:0-2-12,0-1-10], [5:0-4-8,0-1-12], [9:0-6-0,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.50 0.42 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.31 0.04 (loc) 20-22 20-22 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 284 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-21,15-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-22,10-14,12-14: 2x3 SPF No.2, 12-13: 2x6 SP No.1 SLIDER Left 2x10 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-20, 5-18, 6-18, 7-18, 7-17, 9-17, 10-16 REACTIONS.All bearings 1-3-8 except (jt=length) 17=0-3-0, 13=Mechanical, 23=0-3-8. (lb) - Max Horz 1=281(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 13 except 23=-176(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 1=561(LC 10), 17=2524(LC 1), 13=558(LC 11), 23=607(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-437/31, 2-3=-1282/131, 3-4=-943/145, 4-5=-792/196, 5-6=-413/197, 6-7=-413/197, 7-8=0/484, 8-9=0/484, 9-10=-57/351, 10-11=-340/109, 11-12=-582/79, 12-13=-484/103 BOT CHORD 1-23=-193/1154, 22-23=-193/1154, 21-22=-193/1154, 20-21=-193/1154, 19-20=-157/663, 18-19=-157/663, 15-16=0/383, 14-15=0/383, 13-14=-54/294 WEBS 3-22=0/345, 3-20=-605/165, 5-20=-12/536, 5-18=-569/72, 6-18=-385/171, 7-18=-73/1139, 7-17=-1417/242, 9-17=-1039/102, 9-16=-43/480, 10-16=-624/176, 10-14=0/354 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 9 = 8% 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) 17, 13 except (jt=lb) 23=176. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T08 Truss Type PIGGYBACK BASE Qty 6 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077281 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-7bXxU6t_fQQdwBd2VZPwHPIqtiK?f3Cqrf9fPVyvCV? Scale = 1:106.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 6x8 3x6 6x10 3x8 4x8 3x6 3x6 3x6 3x6 2x4 3x6 5x8 2x4 4x6 4x6 3x6 3x6 3x6 3x4 4x8 3x6 3x6 8-10-4 8-10-4 17-4-8 8-6-4 23-6-5 6-1-13 32-3-12 8-9-7 35-10-0 3-6-4 43-11-0 8-1-0 52-2-8 8-3-8 8-10-4 8-10-4 17-4-8 8-6-4 23-6-5 6-1-13 29-8-3 6-1-13 35-10-0 6-1-13 43-11-0 8-1-0 52-2-8 8-3-8 0- 5 - 0 12 - 0 - 0 1- 1 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-2-7], [5:0-4-8,0-1-12], [9:0-6-0,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.55 0.43 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.05 (loc) 17-18 20-22 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 268 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-21,15-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-22,10-14,12-14: 2x3 SPF No.2, 12-13: 2x6 SP No.1 SLIDER Left 2x4 SPF-S Stud 5-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-20, 5-18, 6-18, 7-18, 7-17, 9-17, 10-16 REACTIONS.(lb/size) 1=1121/0-3-8, 17=2510/0-3-8, 13=516/0-3-8 Max Horz 1=279(LC 5) Max Uplift1=-58(LC 6), 13=-62(LC 7) Max Grav 1=1150(LC 10), 17=2510(LC 1), 13=568(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1318/108, 2-3=-1393/162, 3-4=-993/159, 4-5=-836/210, 5-6=-451/208, 6-7=-451/208, 7-8=0/451, 8-9=0/451, 9-10=-56/318, 10-11=-356/114, 11-12=-598/85, 12-13=-494/106 BOT CHORD 1-22=-205/1264, 21-22=-205/1264, 20-21=-205/1264, 19-20=-160/701, 18-19=-160/701, 15-16=0/397, 14-15=0/397, 13-14=-55/294 WEBS 3-22=0/381, 3-20=-695/194, 5-20=-24/564, 5-18=-568/72, 6-18=-387/170, 7-18=-76/1147, 7-17=-1424/244, 9-17=-1020/98, 9-16=-44/477, 10-16=-621/175, 10-14=0/353 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 9 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T09 Truss Type PIGGYBACK BASE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077282 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-bn5JiSucQjZUYLCE3Gx9qdr?S6ckOcfz4JvCyyyvCV_ Scale = 1:125.5 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x6 6x8 3x6 8x10 3x8 4x8 3x6 3x6 3x6 3x4 3x4 6x8 5x6 3x4 3x6 3x6 2x4 3x6 3x8 3x6 5x12 3x8 3x6 3x6 3x6 4x8 8-10-4 8-10-4 17-4-8 8-6-4 23-9-4 6-4-12 30-2-0 6-4-12 32-2-0 2-0-0 32-3-12 0-1-12 35-10-0 3-6-4 43-11-0 8-1-0 52-2-8 8-3-8 8-10-4 8-10-4 17-4-8 8-6-4 23-9-4 6-4-12 30-2-0 6-4-12 32-2-0 2-0-0 35-10-0 3-8-0 43-11-0 8-1-0 52-2-8 8-3-8 0- 5 - 0 12 - 0 - 0 1- 1 - 0 3- 0 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-2-7], [5:0-4-8,0-1-12], [9:0-3-0,0-1-12], [10:0-5-12,0-1-4], [15:0-2-8,0-1-8], [19:0-7-0,0-3-12], [20:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.57 0.65 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.34 0.04 (loc) 23-25 23-25 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 288 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-25,20-22,9-20,17-19,10-19,11-15,13-15: 2x3 SPF No.2 13-14: 2x6 SP No.1 SLIDER Left 2x4 SPF-S Stud 5-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Structural wood sheathing directly applied. Except: 1 Row at midpt 7-20, 9-19 WEBS 1 Row at midpt 3-23, 5-22, 6-20, 10-19, 11-17 REACTIONS.(lb/size) 1=1241/0-3-8, 18=2194/0-3-8, 14=712/Mechanical Max Horz 1=279(LC 5) Max Uplift1=-72(LC 6), 18=-46(LC 5), 14=-98(LC 7) Max Grav 1=1247(LC 10), 18=2194(LC 1), 14=732(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1471/150, 2-3=-1560/211, 3-4=-1168/207, 4-5=-1011/259, 5-6=-634/266, 10-11=-312/226, 11-12=-607/171, 12-13=-849/141, 13-14=-656/143 BOT CHORD 1-25=-176/1404, 24-25=-176/1404, 23-24=-176/1404, 22-23=-128/846, 7-20=-266/112, 18-19=-2187/127, 9-19=-1349/244, 16-17=-29/605, 15-16=-29/605, 14-15=-58/307 WEBS 3-25=0/369, 3-23=-687/195, 5-23=-16/588, 5-22=-450/49, 6-22=0/338, 20-22=-133/668, 6-20=-779/100, 9-20=-165/1252, 10-19=-715/140, 10-17=-123/422, 11-17=-595/169, 11-15=0/325, 13-15=0/300 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 18, 14. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T10 Truss Type Piggyback Base Qty 2 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077283 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-bn5JiSucQjZUYLCE3Gx9qdr_L6eNOaBz4JvCyyyvCV_ Scale = 1:114.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 8x14 MT18HS 8x14 MT18HS 3x6 3x6 3x6 3x6 3x6 3x6 4x8 2x4 4x6 5x8 3x6 4x10 12x12 4x6 3x4 8-3-8 8-3-8 16-4-8 8-1-0 22-11-8 6-7-0 29-6-8 6-7-0 31-3-12 1-9-4 37-7-8 6-3-12 45-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 22-11-8 6-7-0 29-6-8 6-7-0 37-7-8 8-1-0 45-11-0 8-3-8 46-11-0 1-0-0 1- 1 - 0 12 - 0 - 0 1- 1 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-10-8,0-1-12], [7:0-10-8,0-1-12], [12:Edge,0-10-2], [13:0-2-8,0-1-8], [15:0-1-8,0-0-0], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.54 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.33 0.07 (loc) 18-20 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 239 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* 4-20,8-16,8-13,2-20,10-13: 2x3 SPF No.2, 2-21: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-10 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 4-18, 5-17, 6-17, 7-17, 7-16, 8-14 REACTIONS.(lb/size) 21=1454/0-3-8, 12=954/0-3-8, 14=1378/0-3-8 Max Horz 21=284(LC 5) Max Uplift21=-95(LC 6), 12=-82(LC 7), 14=-12(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1836/160, 3-4=-1684/187, 4-5=-1385/250, 5-6=-932/253, 6-7=-932/253, 7-8=-798/213, 8-9=-830/137, 9-10=-1074/109, 2-21=-1369/191, 10-12=-863/156 BOT CHORD 20-21=-281/464, 19-20=-189/1415, 18-19=-189/1415, 17-18=-146/1043, 16-17=-72/538, 15-16=-428/167, 14-15=-428/167, 13-14=0/783, 12-13=-59/467 WEBS 4-20=0/252, 4-18=-479/168, 5-18=-13/515, 6-17=-389/183, 7-17=-136/853, 7-16=-784/100, 8-16=-82/1229, 8-14=-1691/177, 8-13=0/269, 2-20=0/958, 10-13=-63/319 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 5 = 12%, joint 7 = 12%, joint 12 = 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) 21, 12, 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T11 Truss Type Roof Special Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077284 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-3zfhvovEA1hL9VnRc_SONqOATWzW7Aw7JzemTOyvCUz Scale = 1:44.7 1 2 3 4 5 9 8 7 6 5x10 MT18HS 5x12 3x6 2x4 5x12 8-1-15 8-1-15 16-7-0 8-5-1 -1-0-0 1-0-0 8-1-15 8-1-15 16-7-0 8-5-1 17-7-0 1-0-0 0- 1 1 - 8 5- 6 - 4 0- 1 1 - 8 6.71 12 6.50 12 Plate Offsets (X,Y)-- [3:0-7-7,0-2-8], [6:0-3-8,Edge], [9:0-3-8,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) 0.55 0.55 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 49 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 2100F 1.8E *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=720/0-3-8, 6=720/0-3-8 Max Horz 9=-119(LC 4) Max Uplift9=-65(LC 6), 6=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-784/95, 3-4=-781/95, 2-9=-634/134, 4-6=-633/137 BOT CHORD 8-9=0/582, 7-8=0/582, 6-7=0/582 WEBS 3-7=0/326 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) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 3 = 8%, joint 9 = 12%, joint 6 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T12 Truss Type PIGGYBACK BASE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077285 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-XAD378wsxLpCneMdAhzdv2wKGwHdsSxGXdOJ?qyvCUy Scale = 1:113.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30 2928 27 26 25 24 23 22 21 20 19 18 17 16 15 5x6 5x8 3x6 3x4 3x4 4x8 4x10 3x8 6x8 5x6 3x4 3x6 5x6 4x8 6x10 3x6 3x6 3x6 3x6 5x8 3x8 4x8 6x8 3x6 4x6 12x12 3x6 1-3-0 1-3-0 2-3-8 1-0-8 8-1-11 5-10-3 11-2-9 3-0-15 14-3-8 3-0-15 16-7-0 2-3-8 22-11-8 6-4-8 29-6-8 6-7-0 31-3-12 1-9-4 37-7-8 6-3-12 45-11-0 8-3-8 -1-0-01-0-0 1-3-0 1-3-0 2-3-81-0-8 8-1-115-10-3 11-2-93-0-15 14-3-83-0-1514-11-130-8-5 15-8-3 0-8-5 16-4-8 0-8-5 22-11-86-7-0 29-6-86-7-0 37-7-88-1-0 45-11-08-3-8 46-11-01-0-0 0- 1 1 - 8 5- 6 - 2 11 - 0 - 0 12 - 0 - 0 1- 1 - 0 1- 0 - 0 1- 8 - 0 1- 0 - 0 12 - 0 - 0 6.71 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [7:0-5-5,Edge], [8:0-1-12,0-2-4], [10:0-4-12,0-2-0], [15:Edge,0-10-2], [16:0-2-8,0-1-8], [18:0-1-12,0-1-8], [19:0-1-12,0-1-8], [22:0-6-4,0-3-8], [25:0-2-8,0-1-8], [26:0-2-8,0-1-8], [27:0-7-0,0-3-12], [28:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.55 0.69 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.20 (loc) 24-25 24-25 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 280 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-28: 2x3 SPF No.2, 7-23: 2x6 SP 2400F 2.0E, 22-23: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 8-23,9-22,9-20,9-19,10-19,11-17,13-15: 2x4 SPF No.2 2-30: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-8-4 max.): 8-10. BOT CHORD Structural wood sheathing directly applied. Except: 1 Row at midpt 8-22 WEBS 1 Row at midpt 9-19, 10-19, 11-17 REACTIONS.(lb/size) 30=1331/0-3-8, 15=708/0-3-8, 17=1741/0-3-8 Max Horz 30=-266(LC 4) Max Uplift30=-91(LC 6), 15=-107(LC 7), 17=-17(LC 6) Max Grav 30=1331(LC 1), 15=765(LC 11), 17=1741(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1101/98, 3-4=-2722/177, 4-5=-2028/189, 5-6=-1725/229, 6-7=-1390/243, 7-8=-1195/283, 8-9=-944/245, 9-10=-288/215, 10-11=-499/202, 11-12=-539/135, 12-13=-783/106, 2-30=-1247/140, 13-15=-680/154 BOT CHORD 29-30=-246/286, 4-27=-56/320, 26-27=-380/2540, 25-26=-184/1691, 24-25=-161/1383, 22-23=-126/936, 8-22=-326/90, 19-20=-101/712, 18-19=-1071/194, 17-18=-1071/194, 16-17=-7/545, 15-16=-60/377 WEBS 3-29=-1338/145, 27-29=-221/1023, 3-27=-196/1710, 4-26=-859/199, 5-26=0/265, 5-25=-548/101, 6-25=-50/549, 6-24=-589/120, 8-23=-136/601, 20-22=-113/621, 9-22=-49/466, 9-19=-1005/144, 11-19=-136/1661, 11-17=-2152/198, 11-16=0/292, 2-29=-37/892 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 15 = 16% 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) 30, 17 except (jt=lb) 15=107. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077286 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-?MnSKTwUiex3PoxpkPUsSFTTIKfWbwUQmH7sXGyvCUx Scale = 1:112.8 12 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 5x8 5x10 MT18HS 3x8 12x20 3x6 5x6 3x6 3x6 3x6 3x6 3x6 3x6 5x12 3x8 6x8 5x8 3x6 12x12 3x6 8-1-11 8-1-11 12-3-1 4-1-7 16-4-8 4-1-7 16-7-0 0-2-8 22-11-8 6-4-8 29-6-8 6-7-0 31-3-12 1-9-4 37-7-8 6-3-12 45-11-0 8-3-8 -1-0-0 1-0-0 8-1-11 8-1-11 12-3-1 4-1-7 16-4-8 4-1-7 22-11-8 6-7-0 29-6-8 6-7-0 37-7-8 8-1-0 45-11-0 8-3-8 46-11-0 1-0-0 0- 1 1 - 8 5- 6 - 2 11 - 0 - 0 12 - 0 - 0 1- 1 - 0 1- 0 - 0 12 - 0 - 0 6.71 12 8.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-4], [8:0-6-0,0-1-8], [13:Edge,0-10-2], [14:0-2-8,0-1-8], [16:0-2-4,0-1-8], [20:0-2-4,0-2-0], [22:0-2-8,0-1-8], [23:0-2-8,0-1-8], [25:0-4-14,0-2-10] 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) 0.66 0.52 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.25 0.08 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 259 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* 7-20,7-18,7-17,8-17,9-15,11-13,5-21: 2x4 SPF No.2, 2-25: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-9 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. 1 Row at midpt 6-20 WEBS 1 Row at midpt 7-17, 8-17, 9-15, 4-21 REACTIONS.(lb/size) 25=1405/0-3-8, 13=852/0-3-8, 15=1529/0-3-8 Max Horz 25=-265(LC 4) Max Uplift25=-95(LC 6), 13=-88(LC 7), 15=-8(LC 7) Max Grav 25=1405(LC 1), 13=857(LC 11), 15=1529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1943/184, 3-4=-1640/238, 4-5=-1315/255, 5-6=-1054/246, 6-7=-1052/246, 7-8=-424/220, 8-9=-652/202, 9-10=-679/125, 10-11=-923/96, 2-25=-1314/188, 11-13=-767/148 BOT CHORD 24-25=-249/620, 23-24=-249/620, 22-23=-178/1586, 21-22=-154/1289, 20-21=-127/1004, 17-18=-119/841, 16-17=-694/189, 15-16=-694/189, 14-15=0/658, 13-14=-59/458 WEBS 3-22=-478/120, 4-22=-54/443, 18-20=-121/725, 7-20=-43/424, 7-17=-914/135, 9-17=-100/1410, 9-15=-1877/193, 9-14=0/276, 2-23=0/970, 5-21=-48/385, 4-21=-525/137 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 25 = 4%, joint 13 = 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) 25, 13, 15. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss T16 Truss Type Half Hip Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077287 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-?MnSKTwUiex3PoxpkPUsSFTc?Kn8b51QmH7sXGyvCUx Scale: 1"=1' 1 2 3 6 4 5 3x4 2x4 2x4 0-11-12 0-11-12 1-11-8 0-11-12 -1-0-0 1-0-0 0-6-0 0-6-0 1-11-8 1-5-8 1- 1 - 0 1- 5 - 0 0- 3 - 8 1- 1 - 8 1- 5 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=36/Mechanical, 6=163/0-3-8, 5=14/Mechanical Max Horz 6=28(LC 6) Max Uplift4=-18(LC 5), 6=-38(LC 6) Max Grav 4=45(LC 11), 6=163(LC 1), 5=33(LC 2) 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) -1-0-0 to 1-11-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 4, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss TG01 Truss Type Common Girder Qty 1 Ply 2 107 Woods at Shelborne Job Reference (optional) I34077288 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-TYKqXpx6Ty3w0yW0I6?5_T0f8jyFKLJZ?xtQ4jyvCUw Scale = 1:65.8 1 2 3 4 5 9 8 7 610 11 12 13 14 15 16 3x4 4x6 10x10 4x10 8x8 4x6 4x6 5x12 9-11-8 9-11-8 19-11-0 9-11-8 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 1- 2 - 0 8- 7 - 1 0 1- 2 - 0 9.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-12], [7:0-4-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.74 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.02 (loc) 6-7 6-7 6 l/defl >999 >768 n/a L/d 240 180 n/a PLATES MT20 Weight: 221 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 6-8: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-9,5-6: 2x6 SP 2400F 2.0E 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) 9=3106/0-3-8, 6=3364/0-3-8 Max Horz 9=-201(LC 3) Max Uplift9=-427(LC 5), 6=-412(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2424/408, 2-3=-3071/459, 3-4=-3072/459, 4-5=-2913/432, 1-9=-1550/277, 5-6=-1836/291 BOT CHORD 9-10=-332/2485, 8-10=-332/2485, 8-11=-332/2485, 11-12=-332/2485, 7-12=-332/2485, 7-13=-281/2533, 13-14=-281/2533, 14-15=-281/2533, 15-16=-281/2533, 6-16=-281/2533 WEBS 3-7=-447/3268, 2-9=-914/64, 4-6=-369/39 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=427, 6=412. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 358 lb down and 153 lb up at 2-0-12, 553 lb down and 66 lb up at 4-0-12, 553 lb down and 66 lb up at 6-0-12, 545 lb down and 75 lb up at 8-0-12, 548 lb down and 79 lb up at 10-0-12, 548 lb down and 79 lb up at 12-0-12, 712 lb down and 118 lb up at 14-0-12, and 548 lb down and 79 lb up at 16-0-12, and 548 lb down and 79 lb up at 18-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss TG01 Truss Type Common Girder Qty 1 Ply 2 107 Woods at Shelborne Job Reference (optional) I34077288 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:43 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-TYKqXpx6Ty3w0yW0I6?5_T0f8jyFKLJZ?xtQ4jyvCUw LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=-553(B) 7=-548 10=-358(B) 11=-553(B) 12=-545(B) 13=-548 14=-712(B) 15=-548 16=-548 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 107_WOODS_AT_SHELBOR~E Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077289 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-TYKqXpx6Ty3w0yW0I6?5_T0nkj7bKYGZ?xtQ4jyvCUw Scale = 1:15.1 1 2 3 4 6 57 3x4 2x4 2x4 2x4 2x4 1-3-0 1-3-0 1-11-8 0-8-8 -0-11-0 0-11-0 1-3-0 1-3-0 1-11-8 0-8-8 1- 1 - 0 1- 1 1 - 0 1- 7 - 8 0- 3 - 8 1- 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=151/0-3-8, 5=47/0-1-8 Max Horz 6=55(LC 10) Max Uplift6=-33(LC 5), 5=-24(LC 4) Max Grav 6=151(LC 1), 5=52(LC 2) 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; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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) 19 lb down and 9 lb up at 1-3-0 on top chord, and 10 lb down and 2 lb up at 1-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 5-6=-20 Concentrated Loads (lb) Vert: 7=2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077290 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-xkuCl9ylEGBne65CrqWKXgYyO7Ts3?OiEbczc9yvCUv Scale = 1:14.0 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 1-0-0 1-0-0 1-11-8 0-11-8 -0-11-0 0-11-0 1-0-0 1-0-0 1-11-8 0-11-8 1- 1 - 0 1- 9 - 0 1- 5 - 8 0- 3 - 8 1- 9 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.01 0.01 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=152/0-3-8, 5=49/0-1-8 Max Horz 7=50(LC 5) Max Uplift7=-34(LC 6), 5=-22(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 1-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss V01 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077291 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-xkuCl9ylEGBne65CrqWKXgYv77Qu3z1iEbczc9yvCUv Scale = 1:48.9 1 2 3 4 5 9 8 7 63x6 6x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 16-6-15 16-6-15 8-3-7 8-3-7 16-6-15 8-3-7 0- 0 - 4 6- 2 - 1 0 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [3:Edge,0-2-8], [5:0-2-8,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) 0.31 0.20 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-6-15. (lb) - Max Horz 1=-139(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-113(LC 6), 6=-113(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=373(LC 10), 6=373(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-269/154, 4-6=-269/154 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=113 , 6=113. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss V02 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077292 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-PxSayVzN?ZJeGGfOPX2Z4u54vXosoRCsSFMW8byvCUu Scale = 1:38.9 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 13-0-4 13-0-4 6-6-2 6-6-2 13-0-4 6-6-2 0- 0 - 4 4- 1 0 - 1 0 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-0-4. (lb) - Max Horz 1=-107(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=272(LC 1), 8=286(LC 10), 6=286(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss V03 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077293 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-PxSayVzN?ZJeGGfOPX2Z4u52XXkHoRfsSFMW8byvCUu Scale = 1:29.7 1 2 3 43x6 6x6 3x6 2x4 9-5-10 9-5-10 4-8-13 4-8-13 9-5-10 4-8-13 0- 0 - 4 3- 6 - 1 0 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [1:0-0-0,Edge], [2:0-4-0,0-2-0], [3:0-2-9,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) 0.40 0.32 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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=170/9-5-10, 3=170/9-5-10, 4=367/9-5-10 Max Horz 1=-77(LC 4) Max Uplift1=-14(LC 6), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss V04 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077294 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-PxSayVzN?ZJeGGfOPX2Z4u567XnWoQVsSFMW8byvCUu Scale = 1:49.0 1 2 3 4 5 9 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 16-8-4 16-8-4 8-4-2 8-4-2 16-8-4 8-4-2 0- 0 - 4 6- 3 - 2 0- 0 - 4 9.00 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) 0.17 0.18 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-8-4. (lb) - Max Horz 1=-139(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-112(LC 6), 6=-112(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=372(LC 10), 6=372(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-279/156, 4-6=-279/156 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=112 , 6=112. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss V05 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077295 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-u70yAr_?mtRVtQEazFZoc5eFfx85XuR?hu54g2yvCUt Scale = 1:39.2 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 13-1-10 13-1-10 6-6-13 6-6-13 13-1-10 6-6-13 0- 0 - 4 4- 1 1 - 2 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-1-10. (lb) - Max Horz 1=-108(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=271(LC 1), 8=288(LC 10), 6=288(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss V06 Truss Type GABLE Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077296 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-u70yAr_?mtRVtQEazFZoc5eD7x4OXut?hu54g2yvCUt Scale = 1:30.0 1 2 3 43x6 6x6 3x6 2x4 9-6-15 9-6-15 4-9-7 4-9-7 9-6-15 4-9-7 0- 0 - 4 3- 7 - 2 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [1:0-0-0,Edge], [2:0-4-0,0-2-0], [3:0-2-9,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) 0.41 0.33 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=172/9-6-15, 3=172/9-6-15, 4=372/9-6-15 Max Horz 1=78(LC 5) Max Uplift1=-14(LC 6), 3=-21(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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss V07 Truss Type Valley Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077297 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-MJaLNB_dXBZMVZpnXy419JARTLLKGMG9wYrdDUyvCUs Scale = 1:19.9 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 6-0-4 5-11-15 3-0-2 3-0-2 6-0-4 3-0-2 0- 0 - 4 2- 3 - 2 0- 0 - 4 9.00 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) 0.24 0.60 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=216/5-11-10, 3=216/5-11-10 Max Horz 1=47(LC 5) Max Uplift1=-9(LC 6), 3=-9(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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 107_WOODS_AT_SHELBOR~E Truss V08 Truss Type Valley Qty 1 Ply 1 107 Woods at Shelborne Job Reference (optional) I34077298 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jul 23 10:54:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MgnV?_o_I1dMGB5Eaq?t5WzW5Ho-MJaLNB_dXBZMVZpnXy419JAReLSVGMu9wYrdDUyvCUs Scale = 1:20.0 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 5-10-15 5-10-10 2-11-7 2-11-7 5-10-15 2-11-7 0- 0 - 4 2- 2 - 1 0 0- 0 - 4 9.00 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) 0.23 0.14 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=117/5-10-4, 3=117/5-10-4, 4=189/5-10-4 Max Horz 1=46(LC 5) Max Uplift1=-17(LC 6), 3=-21(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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .