The URL can be used to link to this page

Home My WebLink AboutI37302671.24_Heritage_at_Spring_Mill16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). June 4,2019 Liu, Xuegang Pages or sheets covered by this seal: I37302671 thru I37302758 My license renewal date for the state of Indiana is July 31, 2020. 24_Heritage_at_Spring_Mill 24 Heritage at Spring Mill IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss GE01 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302671 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Vz3sDBbv49MXq_htJj8bqSKB9WpbSuMmMt8Sqkz9hgx Scale = 1:97.9 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 5x6 5x8 3x6 8x14 MT18HS 3x6 10x10 3x8 MT18HS 2x4 2x4 3x6 3x6 5x6 3x6 3x6 5x12 3x6 5x12 3x6 3x6 3x8 3x6 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 43-10-0 6-6-0 50-6-8 6-8-8 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-7 29-3-0 8-1-0 37-3-15 8-1-0 43-10-0 6-6-0 50-6-8 6-8-8 0-11-06-5-09-6-111-6-12-8-62-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-8], [9:0-10-8,0-1-12], [14:0-2-8,0-1-8], [19:0-4-0,0-2-8], [20:0-2-8,0-1-8], [21:0-2-8,0-1-8], [23:0-2-8,0-2-8], [24:Edge,0-7-13], [24:0-1-12,0-0-0] , [33:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.75 0.78 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.70 0.22 (loc) 19 17-18 13 l/defl >999 >858 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 278 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,5-19,8-19,8-17,9-17,9-15,2-24,12-13: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-2 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 4-20, 8-17, 9-17, 9-15 REACTIONS.(lb/size)24=2078/0-5-8, 13=2008/Mechanical Max Horz 24=267(LC 5) Max Uplift 24=-88(LC 6), 13=-41(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3306/345, 3-4=-3225/376, 4-5=-2899/390, 5-6=-2685/390, 6-8=-2687/393, 8-9=-2235/368, 9-10=-2225/333, 10-12=-2163/243, 2-24=-1992/278, 12-13=-1934/202 BOT CHORD 23-24=-249/524, 21-23=-288/2882, 20-21=-272/2820, 19-20=-241/2355, 15-17=-70/1766, 14-15=-63/1708 WEBS 6-19=-418/178, 4-20=-772/170, 5-20=-63/725, 5-19=-201/759, 17-19=-193/2279, 8-19=-132/716, 8-17=-1051/317, 9-17=-198/898, 10-14=-479/109, 12-14=-73/1695, 2-23=-174/2377 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss GE02 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302672 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-zAdFRXbXrTVNR7G3tRfqNfsTzwJOBVYvbXt?MAz9hgw Scale = 1:60.3 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 3x4 4x6 3x4 3x6 3x4 3x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-5-11 19-5-11 7-6-2 7-6-2 12-5-13 4-11-11 19-5-11 6-11-14 20-5-11 1-0-0 0-11-129-8-141-7-09-8-1414.00 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [8:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.16 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 104 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, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-18, 7-19, 6-20 REACTIONS.All bearings 19-5-11. (lb) - Max Horz 25=-257(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 22, 17, 16 except 25=-159(LC 4), 14=-183(LC 5), 24=-178(LC 6), 15=-246(LC 7) Max Grav All reactions 250 lb or less at joint(s) 25, 18, 19, 20, 21, 22, 24, 17, 16, 15 except 14=277(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-68/268 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 19, 20, 21, 22, 17, 16 except (jt=lb) 25=159, 14=183, 24=178, 15=246. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss GE03 Truss Type GABLE l l Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302673 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-wYl?rDdoN4l5hRQS_siIS4yfNjowfD8C2rM6Q3z9hgu Scale = 1:99.6 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 5x8 5x6 3x6 5x10 MT18HS 3x6 3x8 MT18HS 4x6 3x8 3x6 3x6 4x8 12x12 5x8 4x10 6x10 3x12 3x8 3x6 2x4 8x10 10x10 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-0-0 11-0-0 15-7-10 4-7-9 21-2-0 5-6-6 29-4-11 8-2-11 37-7-7 8-2-11 45-9-3 8-1-12 53-11-8 8-2-5 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-6 29-4-11 8-2-11 37-7-7 8-2-11 45-9-3 8-1-12 53-11-8 8-2-5 0-11-06-5-09-6-111-6-10-7-62-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-3-4], [2:0-2-12,0-1-6], [3:0-1-7,0-6-0], [5:0-3-4,0-2-4], [9:0-6-0,0-1-8], [12:0-7-10,0-1-7], [12:0-0-5,0-0-2], [12:0-1-2,Edge], [17:0-3-8,0-2-0], [19:0-6-12,0-4-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.95 0.99 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.76 0.33 (loc) 19-20 17-18 12 l/defl >999 >844 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 283 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-23: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-21,3-23: 2x4 SPF-S Stud, 6-20,8-19,8-17,8-15,9-15: 2x4 SPF No.2 2-23: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-20, 6-20, 8-17, 8-15, 11-15, 3-23 REACTIONS.(lb/size)12=2142/0-3-8, 23=2218/0-5-8 Max Horz 23=237(LC 5) Max Uplift 12=-55(LC 7), 23=-87(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/3, 3-4=-3480/380, 4-5=-3164/412, 5-6=-2583/375, 6-8=-3053/416, 8-9=-2208/358, 9-11=-2778/365, 11-12=-3363/313, 2-23=-633/108 BOT CHORD 21-23=-268/3018, 20-21=-214/3048, 19-20=-220/3055, 6-19=0/444, 15-17=-136/2578, 13-15=-152/2636, 12-13=-152/2636 WEBS 4-21=0/256, 4-20=-785/150, 5-20=-132/1415, 6-20=-1010/193, 17-19=-155/2580, 8-19=-128/746, 8-17=-514/142, 8-15=-777/221, 9-15=-37/978, 11-15=-542/180, 11-13=0/358, 3-23=-2706/412 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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) 12, 23. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss GE04 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302674 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-OlJN3ZeQ8OtyIb?eYZDX_IUxV7KhOt9MHV6fzVz9hgt Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 30 29 28 2726 25 24 23 22 21 20 19 18 17 3x4 3x6 4x6 3x4 3x6 3x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-11-0 22-11-0 -1-0-0 1-0-0 8-6-14 8-6-14 14-4-2 5-9-5 22-11-0 8-6-14 23-11-0 1-0-0 1-7-011-7-01-7-011-7-014.00 12 Plate Offsets (X,Y)-- [7:0-2-11,Edge], [10:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.47 0.25 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 16 16 17 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 10-22,9-23,8-24,6-25: 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.): 7-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-22, 9-23, 8-24, 6-25, 5-27, 11-21 REACTIONS.All bearings 22-11-0. (lb) - Max Horz 30=-294(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 28, 21, 19 except 30=-165(LC 4), 17=-609(LC 5), 27=-114(LC 6), 29=-202(LC 6), 20=-104(LC 7), 18=-582(LC 4) Max Grav All reactions 250 lb or less at joint(s) 30, 22, 23, 24, 25, 27, 28, 29, 21, 20, 19 except 17=710(LC 4), 18=499(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-51/259, 5-6=-51/365, 7-8=-4/271, 8-9=-4/271, 9-10=-5/271, 10-11=-51/366, 11-12=-52/277, 14-15=-368/344, 15-17=-360/333 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 23, 24, 28, 21, 19 except (jt=lb) 30=165, 17=609, 27=114, 29=202, 20=104, 18=582. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J01 Truss Type Jack-Open Qty 3 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302675 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-OlJN3ZeQ8OtyIb?eYZDX_IU1H7NvOuHMHV6fzVz9hgt Scale = 1:24.4 1 2 5 4 3 2x4 5x6 3x4 2-3-0 2-3-0 -1-0-0 1-0-0 2-3-0 2-3-0 1-7-04-2-83-7-64-2-814.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=168/0-3-8, 3=45/Mechanical, 4=21/Mechanical Max Horz 5=151(LC 6) Max Uplift 3=-38(LC 6), 4=-74(LC 6) Max Grav 5=168(LC 1), 3=45(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J02 Truss Type Jack-Open Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302676 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-sxtlGvf2uh?pwlaq6HkmXV19gXhJ7LLVV9rDVxz9hgs Scale = 1:15.0 1 2 4 6 3 5 3x6 2x4 1-4-6 1-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=2/Mechanical, 3=-67/Mechanical, 6=290/0-5-12 Max Horz 6=96(LC 6) Max Uplift 5=-32(LC 6), 3=-67(LC 1), 6=-56(LC 6) Max Grav 5=21(LC 2), 3=15(LC 4), 6=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-266/124 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, 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J03 Truss Type Jack-Open Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302677 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-K7R8UFfgf?7gYv91g_F?4jaKQx1Ysnbfkpbm1Oz9hgr Scale = 1:15.0 1 2 4 6 3 5 3x6 2x4 1-4-6 1-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=2/Mechanical, 3=-67/Mechanical, 6=290/0-5-12 Max Horz 6=96(LC 6) Max Uplift 5=-32(LC 6), 3=-67(LC 1), 6=-56(LC 6) Max Grav 5=21(LC 2), 3=15(LC 4), 6=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-266/124 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, 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J04 Truss Type Jack-Open Qty 8 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302678 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-K7R8UFfgf?7gYv91g_F?4jaH8x0zsnbfkpbm1Oz9hgr Scale = 1:37.4 1 4 2 32x4 3x8 4-6-0 4-6-0 4-6-0 4-6-0 1-7-06-10-01-1-106-2-146-10-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.46 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical. (lb) - Max Horz 4=112(LC 1), 1=242(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-110(LC 6) Max Grav All reactions 250 lb or less at joint(s) 4, 2, 3, 1 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 2. 5) Non Standard bearing condition. Review required. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J05 Truss Type Jack-Open Qty 10 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302679 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-oJ_WhagIQJFXA2jDDhmEcw6VmLLDbDjozTKJaqz9hgq Scale = 1:37.4 1 2 5 4 3 2x4 5x6 3x4 4-6-0 4-6-0 -1-0-0 1-0-0 4-6-0 4-6-0 1-7-06-10-06-2-146-10-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.28 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 -0.01 (loc) 4-5 4-5 3 l/defl >999 >942 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=249/0-3-8, 3=122/Mechanical, 4=44/Mechanical Max Horz 5=232(LC 6) Max Uplift 3=-120(LC 6), 4=-41(LC 6) Max Grav 5=249(LC 1), 3=122(LC 1), 4=88(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-282/15 WEBS 2-4=-16/295 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 120 lb uplift at joint 3 and 41 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J06 Truss Type Jack-Open Qty 4 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302680 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-oJ_WhagIQJFXA2jDDhmEcw6OzLJxbErozTKJaqz9hgq Scale = 1:37.4 1 4 2 33x8 2x4 4-9-0 4-9-0 4-9-0 4-9-0 1-3-86-10-06-2-146-10-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.71 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.07 -0.10 (loc) 3-4 3-4 2 l/defl >999 >841 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=184/Mechanical, 2=128/Mechanical, 3=55/Mechanical Max Horz 4=181(LC 6) Max Uplift 2=-143(LC 6), 3=-9(LC 6) Max Grav 4=184(LC 1), 2=128(LC 1), 3=90(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 9 lb uplift at joint 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J07 Truss Type Jack-Open Qty 2 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302681 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-GWYuvwhwBcNOnCIPnPHT98fjGkklKhGxC74t6Gz9hgp Scale = 1:25.1 1 2 5 4 3 2x4 5x6 3x4 2-4-8 2-4-8 -1-0-0 1-0-0 2-4-8 2-4-8 1-7-04-4-43-9-24-4-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=172/0-3-8, 3=50/Mechanical, 4=22/Mechanical Max Horz 5=156(LC 6) Max Uplift 3=-43(LC 6), 4=-71(LC 6) Max Grav 5=172(LC 1), 3=50(LC 1), 4=45(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 71 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J08 Truss Type Jack-Closed Qty 14 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302682 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-GWYuvwhwBcNOnCIPnPHT98fc5kfqKgcxC74t6Gz9hgp Scale = 1:50.6 1 2 3 5 4 2x4 5x6 2x4 3x4 6-2-8 6-2-8 -1-0-0 1-0-0 6-2-8 6-2-8 1-7-08-9-1514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.56 0.37 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 -0.00 (loc) 4-5 4-5 4 l/defl >946 >378 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)5=311/0-3-8, 4=232/Mechanical Max Horz 5=264(LC 5) Max Uplift 5=-48(LC 4), 4=-155(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-251/84 BOT CHORD 4-5=-254/182 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 48 lb uplift at joint 5 and 155 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J09 Truss Type Jack-Closed Qty 6 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302683 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ki6G6GiZywVFPMtcL6oihLBnc8?337f5QnpQejz9hgo Scale = 1:50.6 1 2 4 3 2x4 5x6 2x4 3x4 6-2-8 6-2-8 6-2-8 6-2-8 1-7-08-9-1514.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.51 0.37 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 -0.00 (loc) 3-4 3-4 3 l/defl >946 >378 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-3: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-2-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS.(lb/size)4=239/Mechanical, 3=238/Mechanical Max Horz 4=247(LC 5) Max Uplift 4=-51(LC 4), 3=-153(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 4 and 153 lb uplift at joint 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J10 Truss Type Jack-Open Qty 2 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302684 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ki6G6GiZywVFPMtcL6oihLBtR84s38K5QnpQejz9hgo Scale = 1:15.1 1 2 5 3 42x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-3-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=84(LC 6) Max Uplift 5=-10(LC 6), 3=-32(LC 6), 4=-5(LC 6) Max Grav 5=161(LC 1), 3=39(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 5, 32 lb uplift at joint 3 and 5 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J11 Truss Type Jack-Open Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302685 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-DugeJciBjEd61WSovqKxEZk0PYPTobaEfRZzA9z9hgn Scale = 1:15.0 1 2 4 6 3 5 3x6 2x4 1-4-6 1-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=2/Mechanical, 3=-68/Mechanical, 6=290/0-5-12 Max Horz 6=96(LC 6) Max Uplift 5=-32(LC 6), 3=-68(LC 1), 6=-56(LC 6) Max Grav 5=21(LC 2), 3=15(LC 4), 6=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-267/124 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 32 lb uplift at joint 5, 68 lb uplift at joint 3 and 56 lb uplift at joint 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J12 Truss Type Jack-Open Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302686 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-h5E0XyjpUXlzeg1_SXrAnmHB6ykwX2qOu5IXjbz9hgm Scale = 1:14.9 1 2 4 6 3 52x4 3x4 1-7-0 1-5-11 -1-9-9 1-9-9 1-7-0 1-7-0 1-5-82-4-86.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=248/0-7-1, 5=6/Mechanical, 3=-26/Mechanical Max Horz 6=92(LC 6) Max Uplift 6=-45(LC 6), 5=-20(LC 6), 3=-26(LC 1) Max Grav 6=248(LC 1), 5=26(LC 2), 3=16(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 6, 20 lb uplift at joint 5 and 26 lb uplift at joint 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J13 Truss Type Jack-Open Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302687 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-h5E0XyjpUXlzeg1_SXrAnmHB6ykvX2qOu5IXjbz9hgm Scale = 1:14.9 1 2 5 3 42x4 3x6 1-7-0 1-5-11 -1-9-9 1-9-9 1-7-0 1-7-0 1-5-82-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=247/0-7-1, 3=-21/Mechanical, 4=6/Mechanical Max Horz 5=93(LC 6) Max Uplift 5=-45(LC 6), 3=-21(LC 1), 4=-20(LC 6) Max Grav 5=247(LC 1), 3=14(LC 4), 4=26(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 5, 21 lb uplift at joint 3 and 20 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J14 Truss Type Jack-Open Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302688 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-9HoPkIkRFrtqGqcB0FMPJ_pLvM4vGV4X6l24F1z9hgl Scale = 1:15.0 1 2 5 3 4 3x6 2x4 1-4-6 1-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-81-11-92-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-59/Mechanical, 4=1/Mechanical, 5=285/0-5-12 Max Horz 5=96(LC 6) Max Uplift 3=-59(LC 1), 4=-32(LC 6), 5=-55(LC 6) Max Grav 3=13(LC 4), 4=21(LC 2), 5=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/120 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 59 lb uplift at joint 3, 32 lb uplift at joint 4 and 55 lb uplift at joint 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J15 Truss Type Jack-Open Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302689 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-9HoPkIkRFrtqGqcB0FMPJ_pLvM4vGV4X6l24F1z9hgl Scale = 1:15.0 1 2 5 3 4 3x6 2x4 1-4-6 1-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-59/Mechanical, 4=1/Mechanical, 5=285/0-5-12 Max Horz 5=96(LC 6) Max Uplift 3=-59(LC 1), 4=-32(LC 6), 5=-55(LC 6) Max Grav 3=13(LC 4), 4=21(LC 2), 5=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/120 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 59 lb uplift at joint 3, 32 lb uplift at joint 4 and 55 lb uplift at joint 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J16 Truss Type Jack-Open Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302690 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-dTMnyel309?guzBNaytesBMWflQ8?yKgLPnenUz9hgk Scale = 1:15.0 1 2 5 3 4 3x6 2x4 1-4-6 1-3-12 -2-0-3 2-0-3 1-4-6 1-4-6 1-7-02-4-81-11-92-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-59/Mechanical, 4=1/Mechanical, 5=285/0-5-12 Max Horz 5=96(LC 6) Max Uplift 3=-59(LC 1), 4=-32(LC 6), 5=-55(LC 6) Max Grav 3=13(LC 4), 4=21(LC 2), 5=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/120 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 59 lb uplift at joint 3, 32 lb uplift at joint 4 and 55 lb uplift at joint 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J17 Truss Type Jack-Open Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302691 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-dTMnyel309?guzBNaytesBMZDlR9?yygLPnenUz9hgk Scale = 1:15.1 1 2 5 4 3 2x4 3x4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-5-8, 3=37/Mechanical, 4=19/Mechanical Max Horz 5=84(LC 6) Max Uplift 5=-10(LC 6), 3=-14(LC 6), 4=-22(LC 6) Max Grav 5=161(LC 1), 3=37(LC 1), 4=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 5, 14 lb uplift at joint 3 and 22 lb uplift at joint 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss J24 Truss Type Half Hip Girder Qty 2 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302692 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-5gw99_lhnS7XV7mZ8gOtOPvkV9jckOGqa3XBJwz9hgj Scale = 1:15.1 1 2 3 7 6 4 5 4x6 2x4 3x4 3x6 0-8-9 0-8-9 2-3-0 1-6-7 -1-0-0 1-0-0 0-8-9 0-8-9 2-3-0 1-6-7 1-7-02-5-00-3-82-1-82-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.28 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.02 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=44/Mechanical, 7=134/0-3-8, 5=4/Mechanical Max Horz 7=102(LC 5) Max Uplift 4=-18(LC 3), 7=-45(LC 5), 5=-49(LC 5) Max Grav 4=44(LC 1), 7=134(LC 1), 5=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 4, 45 lb uplift at joint 7 and 49 lb uplift at joint 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) 34 lb down and 128 lb up at 0-8-9 on top chord, and 3 lb down and 37 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=43(F) 6=7(F) June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss PB01 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302693 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZsTXNKmJYmFO7HLlhNv6xcRqiZ5cTqPzpjGksMz9hgi Scale = 1:44.2 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 3x8 21-11-13 21-11-13 9-11-12 9-11-12 12-0-1 2-0-4 21-11-13 9-11-12 6-7-140-1-40-1-86-6-68.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-0-2], [6:0-3-12,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.17 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-11-13. (lb) - Max Horz 1=-151(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 8 except 1=-111(LC 4), 9=-333(LC 1), 10=-109(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 11 except 2=280(LC 10), 12=308(LC 10), 14=306(LC 1), 10=390(LC 11), 8=623(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-10=-290/164 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 8 except (jt=lb) 1=111, 9=333, 10=109. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss PB02 Truss Type GABLE Qty 9 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302694 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-121vafnyJ3NFlRwyF4RLUq_3ZzS2CGq71N0IOpz9hgh Scale = 1:50.3 2 3 4 5 6 7 8 15 14 13 12 11 10 1 9 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-11-13 21-11-13 10-11-15 10-11-15 21-11-13 10-11-15 7-3-150-1-40-1-88.00 12 Plate Offsets (X,Y)-- [13:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.09 0.21 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: 67 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 21-11-13. (lb) - Max Horz 1=166(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 14, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8 except 12=258(LC 1), 14=340(LC 10), 15=275(LC 1), 11=340(LC 11), 10=275(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-258/137, 6-11=-258/136 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, 9, 2, 14, 15, 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss PB03 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302695 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-VFbIn?oa4NW6MbU8poya01XEgNoDxkVGG1lrwFz9hgg Scale = 1:43.5 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 3x6 3x4 4x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-11-13 21-11-13 10-6-13 10-6-13 11-5-1 0-10-4 21-11-13 10-6-13 7-0-80-1-40-1-86-11-08.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-0-2], [6:0-3-12,0-2-0], [14:0-1-4,0-0-0], [15:0-0-0,0-1-12], [15:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.09 0.18 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: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-11-13. (lb) - Max Horz 1=-160(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 2, 14, 16, 12, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 2, 13, 9 except 14=328(LC 10), 16=287(LC 1), 12=340(LC 11), 11=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-12=-257/144 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 2, 14, 16, 12, 11, 9. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss PB04 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302696 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-_R9g?LpCrhez_l3KNVTpZF3PUm7WgCmQVhVPShz9hgf Scale = 1:37.0 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 5x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-11-13 21-11-13 7-0-12 7-0-12 14-11-1 7-10-5 21-11-13 7-0-12 4-8-80-1-40-1-84-7-08.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-0-13], [5:0-3-8,0-1-12], [5:0-0-0,0-1-12], [7:0-3-12,0-2-0], [14:0-2-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.09 0.12 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, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-11-13. (lb) - Max Horz 1=-106(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 2, 13, 15, 16, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 2, 9 except 12=306(LC 1), 13=327(LC 10), 15=307(LC 10), 16=276(LC 10), 11=277(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 2, 13, 15, 16, 11. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss PB05 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302697 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Sdj2Chpqb_mqcueXwD_25ScaFATmPf2ZjKEy?7z9hge Scale = 1:37.6 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 6x6 3x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-9-6 21-9-6 6-11-14 6-11-14 14-9-8 7-9-10 21-9-6 6-11-14 4-7-150-1-40-1-84-6-78.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-0-13], [5:0-3-8,0-1-12], [5:0-0-0,0-1-12], [7:0-3-12,0-2-0], [14:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.09 0.11 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, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-9-6. (lb) - Max Horz 1=-105(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 2, 13, 15, 16, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 2, 9 except 12=306(LC 1), 13=327(LC 10), 15=307(LC 10), 16=275(LC 10), 11=276(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 2, 13, 15, 16, 11. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss PB06 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302698 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-O0rodNr47c0YrCov2e0WBthuM_8qtaXsBej330z9hgc Scale = 1:38.4 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x6 3x8 3x6 2x4 4x6 2x4 2x4 2x4 2x4 3x4 2x4 2x4 21-8-6 21-8-6 3-6-13 3-6-13 18-1-9 14-6-13 21-8-6 3-6-12 -0-0-42-4-42-4-80-1-00-1-82-3-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [7:0-3-12,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.18 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-8-6. (lb) - Max Horz 1=-51(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 10, 11, 12, 8, 14 except 1=-236(LC 2) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 10 except 2=533(LC 10), 11=334(LC 10), 12=314(LC 11), 8=276(LC 1), 14=330(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-250/104 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 10, 11, 12, 8, 14 except (jt=lb) 1=236. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss PB07 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302699 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-sCOBrjsiuv8PTMN6cLXlj5E36OUwc1o?QITcbSz9hgb Scale = 1:36.1 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x6 3x8 3x6 2x4 4x6 2x4 2x4 2x4 2x4 3x4 2x4 2x4 21-9-6 21-9-6 3-5-14 3-5-14 18-3-8 14-9-9 21-9-6 3-5-14 2-3-150-1-40-1-82-2-78.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [7:0-3-12,0-2-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.19 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-9-6. (lb) - Max Horz 1=-51(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 10, 11, 12, 8, 14 except 1=-226(LC 2) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 10 except 2=524(LC 10), 11=334(LC 10), 12=312(LC 11), 8=270(LC 1), 14=337(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/73 WEBS 6-11=-250/104 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 10, 11, 12, 8, 14 except (jt=lb) 1=226. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss PB08 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302700 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-sCOBrjsiuv8PTMN6cLXlj5E7eOWyc1Q?QITcbSz9hgb Scale: 3/4"=1' 2 3 4 5 7 1 6 3x4 2x4 2x4 2x4 5x6 5-0-11 5-0-11 1-11-2 1-11-2 3-1-9 1-2-7 5-0-11 1-11-2 2-3-00-1-40-1-82-1-814.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge], [4:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.06 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 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 5-0-11 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-0-11. (lb) - Max Horz 1=-51(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 2, 5, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 2, 5, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 2, 5, 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss PB11 Truss Type GABLE Qty 12 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302701 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-KOyZ23sLfDGG4WyI933_GInHvnsPLUd9eyC98vz9hga Scale = 1:21.1 2 3 4 6 1 5 4x6 2x4 2x4 2x4 5-0-11 5-0-11 2-6-6 2-6-6 5-0-11 2-6-6 2-11-70-1-40-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 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 5-0-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-0-11. (lb) - Max Horz 1=66(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 2=-131(LC 6), 4=-113(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 2=131, 4=113. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T01 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302702 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-KOyZ23sLfDGG4WyI933_GInHEnsOLUQ9eyC98vz9hga Scale = 1:22.0 1 2 3 4 6 5 3x4 2x4 3x4 2x4 4x6 1-10-5 1-10-5 2-3-0 0-4-11 -1-0-0 1-0-0 1-10-5 1-10-5 2-3-0 0-4-11 1-7-03-7-33-9-03-7-314.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=60/Mechanical, 6=168/0-3-8 Max Horz 6=115(LC 5) Max Uplift 5=-84(LC 5), 6=-34(LC 4) Max Grav 5=80(LC 4), 6=168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T02 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302703 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-obWxFOtzQXO7igXUjmaDoWJS_BBd4xgItcyjgLz9hgZ Scale = 1:22.0 1 2 3 4 6 5 3x4 2x4 3x4 2x4 4x6 1-10-5 1-10-5 2-3-0 0-4-11 -1-0-0 1-0-0 1-10-5 1-10-5 2-3-0 0-4-11 1-7-03-7-33-9-03-7-314.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=60/Mechanical, 6=168/0-3-8 Max Horz 6=115(LC 5) Max Uplift 5=-84(LC 5), 6=-34(LC 4) Max Grav 5=80(LC 4), 6=168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T03 Truss Type Half Hip Qty 2 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302704 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Gn4JTkubBqW_Kp6gHT5SLjsdqbXrpNvS6GhGCnz9hgY Scale = 1:22.0 1 2 3 4 7 6 5 4x6 2x4 2x4 3x4 3x6 2x4 1-10-5 1-10-5 2-4-8 0-6-3 -1-0-0 1-0-0 1-10-5 1-10-5 2-4-8 0-6-3 1-7-03-7-33-9-03-7-314.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 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=172/0-3-8, 5=66/Mechanical Max Horz 7=115(LC 5) Max Uplift 7=-32(LC 4), 5=-80(LC 5) Max Grav 7=172(LC 1), 5=76(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T04 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302705 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:20:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Gn4JTkubBqW_Kp6gHT5SLjsZYbVKpM4S6GhGCnz9hgY Scale = 1:23.6 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x6 1-10-5 1-10-5 6-2-8 4-4-3 -1-0-0 1-0-0 1-10-5 1-10-5 6-2-8 4-4-3 1-7-03-9-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.32 0.14 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=232/Mechanical, 7=314/0-3-8 Max Horz 7=120(LC 5) Max Uplift 5=-49(LC 5), 7=-26(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-311/88 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T05 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302706 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-lzehg4vDy8eqxzgtrBchuxPk1?sHYpvbKwRqlDz9hgX Scale = 1:31.6 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x6 3-0-0 3-0-0 6-2-8 3-2-8 -1-0-0 1-0-0 3-0-0 3-0-0 6-2-8 3-2-8 1-7-05-1-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=232/Mechanical, 7=314/0-3-8 Max Horz 7=160(LC 5) Max Uplift 5=-71(LC 5), 7=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-290/88 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T06 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302707 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-DAC4uQwrjSmhZ7F3Ou7wQ8xsYOC2HF1kZaANHgz9hgW Scale = 1:39.1 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x6 4-1-11 4-1-11 6-2-8 2-0-13 -1-0-0 1-0-0 4-1-11 4-1-11 6-2-8 2-0-13 1-7-06-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.55 0.13 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=232/Mechanical, 7=314/0-3-8 Max Horz 7=200(LC 5) Max Uplift 5=-99(LC 5), 7=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-279/82 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T07 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302708 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-DAC4uQwrjSmhZ7F3Ou7wQ8xn2OClHErkZaANHgz9hgW Scale = 1:46.8 1 2 3 4 7 6 5 6x6 2x4 3x4 2x4 3x4 3x6 3-1-4 3-1-4 6-2-8 3-1-4 -1-0-0 1-0-0 5-3-7 5-3-7 6-2-8 0-11-1 1-7-07-9-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.83 0.08 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=230/Mechanical, 7=312/0-3-8 Max Horz 7=240(LC 5) Max Uplift 5=-133(LC 5), 7=-26(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-289/61 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=133. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T08 Truss Type Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302709 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-hMmS5mwTUluYBHqFyce9zMUyGoKd0ZtuoEwwp6z9hgV Scale = 1:94.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x8 3x6 3x6 3x8 3x6 3x6 3x8 3x8 3x6 3x6 3x6 3x8 3x6 3x8 3x6 6x6 5x8 3x6 3x8 5x12 7-11-7 7-11-7 15-8-6 7-8-15 26-5-13 10-9-6 37-3-3 10-9-6 43-9-10 6-6-6 50-6-8 6-8-15 -1-0-0 1-0-0 7-11-7 7-11-7 15-8-6 7-8-15 22-10-10 7-2-4 30-0-15 7-2-4 37-3-3 7-2-4 43-9-10 6-6-6 50-6-8 6-8-15 1-1-011-4-411-6-92-8-611-4-48.00 12 Plate Offsets (X,Y)-- [5:0-4-9,Edge], [9:0-4-9,Edge], [14:0-2-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.80 1.00 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.85 0.16 (loc) 15-17 15-17 13 l/defl >999 >708 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,3-19,10-15,10-14,12-14,2-21: 2x3 SPF No.2 2-22: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-15 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-19, 6-19, 6-17, 8-15 REACTIONS.(lb/size)22=2083/0-3-8, 13=2003/Mechanical Max Horz 22=301(LC 5) Max Uplift 22=-88(LC 6), 13=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2759/264, 3-5=-2467/325, 5-6=-1948/321, 6-8=-2268/336, 8-9=-1768/305, 9-10=-2226/315, 10-12=-2156/235, 12-13=-1924/195, 2-22=-1991/244 BOT CHORD 21-22=-293/477, 19-21=-259/2184, 17-19=-244/2260, 15-17=-199/2202, 14-15=-56/1703 WEBS 3-19=-302/167, 5-19=-28/850, 6-19=-701/243, 8-17=-0/315, 8-15=-885/231, 9-15=-39/766, 10-15=-156/251, 10-14=-493/95, 12-14=-68/1685, 2-21=-37/1721 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 13. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302710 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-9YKqJ6x5F30PoRPSWJ9OVZ07RCg7l0E11ufULYz9hgU Scale = 1:92.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x10 MT18HS 3x6 5x8 6x6 3x8 3x6 3x6 3x8 3x8 3x6 3x6 3x6 3x8 3x6 3x8 3x6 5x12 3x6 3x6 7-11-1 7-11-1 15-7-10 7-8-9 26-7-8 10-11-15 37-7-7 10-11-15 43-11-12 6-4-5 50-6-8 6-6-13 -1-0-0 1-0-0 7-11-1 7-11-1 15-7-10 7-8-9 22-11-9 7-3-15 30-3-8 7-3-15 37-7-7 7-3-15 43-11-12 6-4-5 50-6-8 6-6-13 1-1-011-6-12-10-1111-6-18.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [9:0-4-12,0-2-0], [13:0-2-8,0-1-8], [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-R 0.78 0.98 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.82 0.16 (loc) 14-16 14-16 12 l/defl >999 >729 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 247 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* 4-20,4-18,10-14,10-13,11-13,2-20: 2x3 SPF No.2 2-21: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-18, 6-18, 6-16, 8-14 REACTIONS.(lb/size)21=2083/0-3-8, 12=2003/Mechanical Max Horz 21=305(LC 5) Max Uplift 21=-88(LC 6), 12=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2761/264, 4-5=-2457/325, 5-6=-1949/323, 6-8=-2236/337, 8-9=-1747/305, 9-10=-2191/314, 10-11=-2084/232, 11-12=-1927/194, 2-21=-1992/243 BOT CHORD 20-21=-298/461, 18-20=-268/2188, 16-18=-253/2231, 14-16=-208/2167, 13-14=-50/1645 WEBS 4-18=-326/167, 5-18=-24/830, 6-18=-659/245, 8-16=0/321, 8-14=-871/232, 9-14=-37/744, 10-14=-156/270, 10-13=-538/97, 11-13=-68/1664, 2-20=-38/1741 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 5 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T10 Truss Type Piggyback Base Qty 3 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302711 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-dltCWSyk0N8GQb_e41he2nZInc0PUPXBFYP1u?z9hgT Scale = 1:92.5 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 5x8 5x6 3x6 5x10 MT18HS 6x6 3x8 MT18HS 4x6 3x6 3x6 3x6 3x12 5x8 4x8 5x12 4x8 3x8 3x6 3x8 3x6 10x10 11-0-0 11-0-0 15-7-10 4-7-9 21-2-0 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-0-4 6-4-13 50-7-8 6-7-4 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-0-4 6-4-13 50-7-8 6-7-4 0-11-06-5-09-6-111-6-12-10-02-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-3-4], [2:0-2-12,0-1-6], [5:0-3-4,0-2-4], [9:0-6-0,0-1-8], [13:0-2-8,0-1-8], [16:0-3-8,0-2-0], [18:0-8-4,0-3-8], [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-R 0.80 0.92 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.68 0.25 (loc) 20-22 20-22 12 l/defl >999 >890 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 257 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,8-18,8-16,8-14,9-14,11-12: 2x4 SPF No.2, 2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-14 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-20. WEBS 1 Row at midpt 4-19, 6-19, 8-16, 8-14, 3-22 REACTIONS.(lb/size)12=2009/0-3-8, 22=2085/0-5-8 Max Horz 22=269(LC 5) Max Uplift 12=-43(LC 4), 22=-89(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-926/0, 3-4=-3219/359, 4-5=-2895/391, 5-6=-2358/357, 6-8=-2743/391, 8-9=-1759/319, 9-10=-2204/330, 10-11=-2113/240, 11-12=-1936/201, 2-22=-616/107 BOT CHORD 20-22=-318/2811, 19-20=-267/2814, 18-19=-280/2745, 6-18=0/339, 14-16=-193/2233, 13-14=-58/1668 WEBS 4-20=0/270, 4-19=-767/149, 5-19=-120/1266, 6-19=-853/190, 16-18=-211/2231, 8-18=-134/788, 8-16=-420/158, 8-14=-906/199, 9-14=-37/724, 10-14=-164/259, 10-13=-514/108, 11-13=-73/1678, 3-22=-2492/395 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 22. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302712 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-5xRakozMngG72kZqdkCta_6T40PDDvuKUC8bQRz9hgS Scale = 1:97.3 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x6 5x6 3x6 5x10 MT18HS 3x6 3x6 4x6 3x6 3x6 5x8 3x6 4x10 4x6 3x6 3x8 3x6 2x4 4x10 5x8 3x6 3x6 2x4 7-11-1 7-11-1 15-7-10 7-8-9 17-5-12 1-10-2 22-10-12 5-5-0 30-1-13 7-3-2 37-4-15 7-3-2 45-6-12 8-1-12 53-11-8 8-4-12 -1-0-0 1-0-0 7-11-1 7-11-1 15-7-10 7-8-9 17-5-12 1-10-2 22-10-12 5-5-0 30-1-13 7-3-2 37-4-15 7-3-2 45-6-12 8-1-12 53-11-8 8-4-12 1-1-011-6-10-5-1111-6-18.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-12,0-2-0], [10:0-6-0,0-1-8], [13:0-0-9,Edge], [21:0-1-12,0-3-0], [22:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.77 0.75 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.40 0.07 (loc) 13-14 13-14 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 290 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,4-21,12-16,12-14,2-22: 2x3 SPF No.2, 2-23: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-0 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,20-21. WEBS 1 Row at midpt 4-21, 5-21, 7-17, 9-17, 9-16, 12-16, 6-20 2 Rows at 1/3 pts 7-20 REACTIONS.(lb/size)23=443/0-5-8, 20=2618/0-3-8, 13=1300/0-3-8 Max Horz 23=272(LC 5) Max Uplift 23=-95(LC 6), 20=-62(LC 5), 13=-69(LC 7) Max Grav 23=520(LC 10), 20=2618(LC 1), 13=1302(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-427/184, 4-5=-3/515, 5-6=0/392, 6-7=0/481, 7-9=-781/244, 9-10=-976/254, 10-12=-1313/241, 12-13=-1942/192, 2-23=-447/141 BOT CHORD 22-23=-250/365, 21-22=-172/380, 20-21=-466/189, 16-17=-93/781, 14-16=-54/1491, 13-14=-54/1491 WEBS 4-22=0/344, 4-21=-632/175, 5-21=-432/45, 6-21=-66/880, 7-20=-1565/173, 7-17=-88/1063, 9-17=-743/159, 9-16=-53/365, 10-16=0/330, 12-16=-631/181, 12-14=0/370, 2-22=-253/83, 6-20=-1105/84, 7-19=0/260 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 20, 13. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T12 Truss Type Piggyback Base Qty 2 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302713 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-1KZL8T_cIIXrH2jDl9ELgPBnnp1xhnadyWdhUKz9hgQ Scale = 1:98.5 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 5x8 5x6 3x6 5x10 MT18HS 3x6 3x8 MT18HS 4x6 3x8 3x6 3x6 4x8 5x8 4x10 6x10 3x12 3x8 3x6 2x4 8x10 10x10 3x6 11-0-0 11-0-0 15-7-10 4-7-9 21-2-0 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 45-9-3 8-1-12 53-11-8 8-2-5 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 45-9-3 8-1-12 53-11-8 8-2-5 0-11-06-5-09-6-111-6-10-7-62-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-3-4], [2:0-2-12,0-1-6], [5:0-3-4,0-2-4], [9:0-6-0,0-1-8], [12:0-1-2,Edge], [12:0-7-10,0-1-7], [12:0-0-5,0-0-2], [17:0-3-8,0-2-0], [19:0-6-12,0-4-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.95 0.99 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.76 0.33 (loc) 19-20 17-18 12 l/defl >999 >844 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 262 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-23: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-21,3-23: 2x4 SPF-S Stud, 6-20,8-19,8-17,8-15,9-15: 2x4 SPF No.2 2-23: 2x6 SPF No.2 WEDGE Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-20, 6-20, 8-17, 8-15, 11-15, 3-23 REACTIONS.(lb/size)12=2142/0-3-8, 23=2218/0-5-8 Max Horz 23=237(LC 5) Max Uplift 12=-55(LC 7), 23=-87(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/3, 3-4=-3480/380, 4-5=-3164/412, 5-6=-2583/375, 6-8=-3053/416, 8-9=-2208/358, 9-11=-2778/365, 11-12=-3363/313, 2-23=-633/108 BOT CHORD 21-23=-268/3018, 20-21=-214/3048, 19-20=-220/3055, 6-19=0/444, 15-17=-136/2578, 13-15=-152/2636, 12-13=-152/2636 WEBS 4-21=0/256, 4-20=-785/150, 5-20=-132/1415, 6-20=-1010/193, 17-19=-155/2580, 8-19=-128/746, 8-17=-514/142, 8-15=-777/221, 9-15=-37/978, 11-15=-542/180, 11-13=0/358, 3-23=-2706/412 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 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) 12, 23. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302714 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-WW7jMp?E3bfivCIPJslaCdk?zDONQEGmAANF1mz9hgP Scale = 1:88.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 5x6 5x6 3x6 5x10 MT18HS 5x8 3x8 MT18HS 4x6 3x6 3x6 3x6 3x8 4x8 3x12 5x12 4x8 4x8 8x8 3x4 5x6 10x10 11-0-0 11-0-0 15-7-10 4-7-9 21-2-0 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-10-10 7-3-3 47-7-8 2-8-14 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-10-10 7-3-3 47-7-8 2-8-14 0-11-06-5-09-6-14-7-1511-6-15-3-82-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-4], [2:0-1-12,0-0-14], [5:0-3-8,0-2-8], [9:0-6-0,0-1-8], [11:0-3-0,0-1-8], [13:0-2-8,Edge], [16:0-3-8,0-1-8], [18:0-8-0,0-3-8], [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-R 0.73 0.91 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.69 0.22 (loc) 20-22 20-22 12 l/defl >999 >824 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 250 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,8-18,8-16,8-14,9-14: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud 2-22: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-12 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 9-9-6 oc bracing: 20-22 2-2-0 oc bracing: 19-20. WEBS 1 Row at midpt 4-19, 6-19, 8-16, 8-14, 10-13, 11-12, 3-22 REACTIONS.(lb/size)12=1893/0-3-8, 22=1963/0-5-8 Max Horz 22=281(LC 5) Max Uplift 12=-60(LC 4), 22=-89(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-956/2, 3-4=-3008/342, 4-5=-2668/373, 5-6=-2167/342, 6-8=-2475/370, 8-9=-1369/288, 9-10=-1748/283, 10-11=-838/152, 11-12=-1876/189, 2-22=-625/104 BOT CHORD 20-22=-345/2666, 19-20=-293/2624, 18-19=-311/2476, 14-16=-224/1926, 13-14=-16/765 WEBS 4-20=0/296, 4-19=-767/148, 5-19=-111/1142, 6-19=-711/186, 16-18=-243/1920, 8-18=-134/835, 8-16=-341/165, 8-14=-1023/195, 9-14=0/517, 10-14=-124/791, 10-13=-1385/171, 11-13=-129/1657, 3-22=-2278/381 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 9 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 22. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T14 Truss Type Piggyback Base Qty 3 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302715 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-_ih5Z90sqvnZWMsbsaGplqGAqdoX9h2wPq6oZCz9hgO Scale = 1:105.2 1 2 3 4 5 6 7 8 9 10 11 12 1326252423 22 21 20 19 18 17 16 15 14 5x6 5x6 3x6 5x10 MT18HS 5x8 3x8 MT18HS 4x6 3x8 3x6 3x6 3x8 4x8 3x12 5x12 4x8 4x8 5x8 8x16 3x8 10x10 3x8 3x4 3x6 11-0-0 11-0-0 15-7-10 4-7-9 21-2-0 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-10-10 7-3-3 47-5-12 2-7-2 56-4-8 8-10-12 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-10-10 7-3-3 50-6-5 5-7-11 56-4-8 5-10-3 57-4-8 1-0-0 0-11-06-5-09-6-14-7-1511-6-10-11-02-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-4], [2:0-1-12,0-0-14], [5:0-3-8,0-2-8], [9:0-6-0,0-1-8], [15:0-2-8,Edge], [16:0-2-8,0-2-8], [20:0-3-8,0-1-8], [22:0-8-0,0-3-8], [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-R 0.72 0.66 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.61 0.19 (loc) 24-26 24-26 14 l/defl >999 >923 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 278 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 6-21,19-21: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-23,8-22,8-20,8-18,9-18: 2x4 SPF No.2 2-26,12-14: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-1 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 5-7-3 oc bracing: 15-16. WEBS 1 Row at midpt 4-23, 6-23, 8-20, 8-18, 10-16, 11-15, 3-26 REACTIONS.(lb/size)15=2244/0-3-8, 26=1956/0-5-8, 14=424/0-3-8 Max Horz 26=-194(LC 4) Max Uplift 15=-40(LC 4), 26=-87(LC 6), 14=-87(LC 7) Max Grav 15=2244(LC 1), 26=1956(LC 1), 14=463(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-924/12, 3-4=-2995/341, 4-5=-2655/373, 5-6=-2157/341, 6-8=-2458/368, 8-9=-1349/300, 9-10=-1727/299, 10-11=-860/164, 11-12=-376/40, 2-26=-618/108, 12-14=-355/121 BOT CHORD 24-26=-211/2655, 23-24=-156/2612, 22-23=-170/2459, 18-20=-106/1908, 16-18=0/724, 15-16=-1648/275, 14-15=-8/307 WEBS 4-24=0/298, 4-23=-765/147, 5-23=-110/1135, 6-23=-709/188, 20-22=-126/1895, 8-22=-98/841, 8-20=-339/133, 8-18=-1042/203, 9-18=-5/507, 10-18=-119/890, 10-16=-1474/190, 11-16=-257/2743, 11-15=-2757/377, 3-26=-2279/370 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 26, 14. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T15 Truss Type Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302716 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-w5ps_r17MW1Hmf0__?JHqFMTQQSYdctDs8bvd5z9hgM Scale = 1:91.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x8 3x6 3x8 12x12 3x6 3x6 4x6 4x8 3x8 2x4 3x6 3x6 3x8 3x6 6x8 5x8 3x8 3x8 7-0-15 7-0-15 13-11-6 6-10-7 22-4-1 8-4-11 30-7-8 8-3-7 39-0-3 8-4-11 50-6-8 11-6-5 -1-0-0 1-0-0 7-0-15 7-0-15 13-11-6 6-10-7 22-4-1 8-4-11 30-7-8 8-3-7 39-0-3 8-4-11 44-8-1 5-7-15 50-6-8 5-10-7 1-1-010-2-410-4-92-8-610-2-48.00 12 Plate Offsets (X,Y)-- [5:0-4-9,Edge], [8:0-2-8,0-1-8], [9:0-4-9,Edge], [15:0-2-8,0-1-8], [20:0-2-8,0-2-0], [21:0-1-12,0-0-0], [21:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.91 0.76 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.69 0.18 (loc) 12-13 12-13 12 l/defl >999 >879 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21,12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-20,4-19,5-19,6-16,8-15,9-13,2-20: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-19, 6-15, 8-13, 10-12 REACTIONS.(lb/size)21=2080/0-3-8, 12=2009/Mechanical Max Horz 21=273(LC 5) Max Uplift 21=-75(LC 6), 12=-54(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2797/266, 4-5=-2564/327, 5-6=-2051/319, 6-8=-2479/361, 8-9=-1811/293, 9-10=-2247/302, 10-11=-294/92, 11-12=-289/85, 2-21=-1989/236 BOT CHORD 20-21=-278/484, 19-20=-286/2225, 16-19=-305/2561, 15-16=-305/2561, 13-15=-258/2479, 12-13=-79/1610 WEBS 5-19=-29/897, 6-19=-897/233, 6-16=0/344, 8-15=0/387, 8-13=-1104/237, 9-13=-26/758, 10-13=-122/423, 10-12=-2161/193, 2-20=-44/1754 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 4% 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) 21, 12. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T16 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302717 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-OHMECB2l7q97OpbAYiqWNTuotqvlMFyM5oLSAXz9hgL Scale = 1:35.3 1 2 3 7 6 4 5 3x4 2x4 4x6 3x4 2-3-0 2-3-0 4-6-0 2-3-0 -1-0-0 1-0-0 4-1-11 4-1-11 4-6-0 0-4-5 1-7-06-5-00-3-86-1-86-5-014.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [3:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.28 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.05 -0.06 (loc) 6 6 4 l/defl >901 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 9-0-6 oc bracing. REACTIONS.(lb/size)4=106/Mechanical, 7=250/0-3-8, 5=57/Mechanical Max Horz 7=226(LC 6) Max Uplift 4=-92(LC 6), 5=-51(LC 6) Max Grav 4=106(LC 1), 7=250(LC 1), 5=86(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-342/72 WEBS 2-6=-86/409 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T17 Truss Type Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302718 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-sTwcPX3Nu8H_?zAN5QLlvgRvBE4I5YZVKS40izz9hgK Scale = 1:94.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 5x12 3x6 5x8 3x4 3x6 3x6 3x6 5x8 4x6 3x6 4x6 5x6 4x6 4x6 3x6 3x8 3x6 2x4 5x6 4x8 3x6 6-2-0 6-2-0 12-1-8 5-11-8 17-5-12 5-4-4 29-3-10 11-9-14 41-1-9 11-9-14 47-6-4 6-4-12 53-11-8 6-5-4 -1-0-0 1-0-0 6-2-0 6-2-0 12-1-8 5-11-8 17-5-12 5-4-4 19-4-8 1-10-12 26-7-8 7-3-0 33-10-8 7-3-0 41-1-9 7-3-0 47-6-4 6-4-12 53-11-8 6-5-4 1-1-09-2-00-7-69-2-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-8-0,0-1-8], [10:0-4-12,0-2-0], [12:0-0-6,0-6-0], [12:0-0-3,0-0-4], [12:0-3-8,Edge], [17:0-2-8,0-3-0], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.57 0.99 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -1.07 0.07 (loc) 14-16 14-16 12 l/defl >999 >406 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-18,7-17,9-16,9-14,5-18,6-17: 2x4 SPF No.2, 2-22: 2x4 SPF-S Stud WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-0 max.): 4-10. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-20, 6-18, 7-17, 9-16, 9-14, 5-18 REACTIONS.(lb/size)22=428/0-5-8, 18=2638/0-3-8, 12=1289/0-5-8 Max Horz 22=216(LC 5) Max Uplift 22=-81(LC 6), 18=-208(LC 5), 12=-50(LC 7) Max Grav 22=474(LC 10), 18=2638(LC 1), 12=1297(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/95, 3-4=-58/315, 5-6=0/632, 7-9=-887/194, 9-10=-1175/222, 10-11=-1513/216, 11-12=-1935/187, 2-22=-415/115 BOT CHORD 21-22=-204/277, 20-21=-108/334, 18-20=-632/178, 16-17=-128/673, 14-16=-122/1141, 13-14=-69/1479, 12-13=-69/1479 WEBS 3-21=0/256, 3-20=-435/124, 4-20=-435/84, 5-20=-74/940, 6-18=-1575/185, 7-17=-1229/150, 7-16=0/749, 9-16=-564/124, 10-14=0/453, 11-14=-378/154, 5-18=-1115/166, 6-17=-75/1169 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12 except (jt=lb) 18=208. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T18 Truss Type Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302719 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-KgU_ct4?fRPrd7lZf7s_Su_2TeUzq_8fZ6qZEQz9hgJ Scale = 1:97.2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x6 5x6 3x6 5x10 MT18HS 3x6 3x6 4x6 3x6 5x8 3x6 3x6 4x8 4x6 3x6 3x8 3x6 2x4 4x10 8x8 3x6 3x6 2x4 7-11-0 7-11-0 15-7-8 7-8-8 17-5-12 1-10-4 22-11-8 5-5-12 30-3-8 7-4-0 37-7-9 7-4-0 45-9-4 8-1-12 53-11-8 8-2-4 -1-0-0 1-0-0 7-11-0 7-11-0 15-7-8 7-8-8 17-5-12 1-10-4 22-11-8 5-5-12 30-3-8 7-4-0 37-7-9 7-4-0 45-9-4 8-1-12 53-11-8 8-2-4 1-1-011-6-00-7-611-6-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-12,0-2-0], [10:0-6-0,0-1-8], [13:0-0-7,Edge], [13:0-6-0,0-0-6], [13:0-0-4,0-0-3], [21:0-1-12,0-3-0], [22:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.66 0.71 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.12 -0.35 0.07 (loc) 13-14 13-14 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 291 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,4-21,12-16,12-14,2-22: 2x3 SPF No.2, 2-23: 2x6 SPF No.2 WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-9 max.): 5-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,20-21. WEBS 1 Row at midpt 4-21, 5-21, 7-17, 9-17, 9-16, 12-16, 6-20 2 Rows at 1/3 pts 7-20 REACTIONS.(lb/size)23=453/0-5-8, 20=2599/0-3-8, 13=1301/0-5-8 Max Horz 23=272(LC 5) Max Uplift 23=-94(LC 6), 20=-72(LC 5), 13=-68(LC 7) Max Grav 23=525(LC 10), 20=2599(LC 1), 13=1304(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-436/165, 4-5=-0/506, 5-6=0/386, 6-7=0/463, 7-9=-798/245, 9-10=-980/254, 10-12=-1316/241, 12-13=-1918/189, 2-23=-453/140 BOT CHORD 22-23=-250/364, 21-22=-166/380, 20-21=-449/189, 16-17=-93/798, 14-16=-51/1457, 13-14=-51/1457 WEBS 4-22=0/347, 4-21=-635/175, 5-21=-428/46, 6-21=-58/861, 7-20=-1555/176, 7-17=-89/1047, 9-17=-725/161, 9-16=-52/340, 10-16=0/330, 12-16=-584/178, 12-14=0/362, 6-20=-1090/76, 7-19=0/261 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 20, 13. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T19 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302720 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ps2MqD4dQlXiFHKlDqND_5WMn2xJZcFonmZ6msz9hgI Scale = 1:28.5 1 2 3 7 6 4 5 4x6 2x4 3x4 3x6 3-0-0 3-0-0 4-6-0 1-6-0 -1-0-0 1-0-0 3-0-0 3-0-0 4-6-0 1-6-0 1-7-05-1-00-3-84-9-85-1-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.32 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.07 0.10 (loc) 6-7 6-7 4 l/defl >939 >729 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=43/Mechanical, 7=250/0-3-8, 5=119/Mechanical Max Horz 7=184(LC 6) Max Uplift 4=-17(LC 4), 5=-80(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T20 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302721 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-ps2MqD4dQlXiFHKlDqND_5WMh2w1ZdSonmZ6msz9hgI Scale = 1:21.7 1 2 3 7 6 4 5 4x6 2x4 3x4 3x6 1-10-5 1-10-5 4-6-0 2-7-11 -1-0-0 1-0-0 1-10-5 1-10-5 4-6-0 2-7-11 1-7-03-9-00-3-83-5-83-9-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.34 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.07 0.13 (loc) 6 5-6 4 l/defl >892 >704 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=77/Mechanical, 7=250/0-3-8, 5=85/Mechanical Max Horz 7=143(LC 6) Max Uplift 4=-31(LC 4), 5=-30(LC 6) Max Grav 4=77(LC 1), 7=250(LC 1), 5=100(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) zone; cantilever left and right exposed ; end 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, 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T21 Truss Type Half Hip Girder Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302722 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-lFA7Fu6tyMnQUaU8KFQh4WcfzrfE1Wm5F32Drkz9hgG Scale = 1:14.9 1 2 3 4 7 6 5 8 9 4x6 2x4 2x4 3x8 3x6 6x6 2-3-0 2-3-0 4-6-0 2-3-0 -1-0-0 1-0-0 0-8-9 0-8-9 4-6-0 3-9-7 1-7-02-5-00-3-82-1-82-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.10 0.06 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: 22 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 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=19/Mechanical, 7=203/0-3-8, 4=134/Mechanical Max Horz 7=80(LC 4) Max Uplift 7=-101(LC 5), 4=-70(LC 4) Max Grav 5=36(LC 2), 7=203(LC 1), 4=134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 7=101. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 128 lb up at 0-8-9, and 45 lb down and 8 lb up at 2-0-12 on top chord, and 3 lb down and 37 lb up at 0-8-9, and 0 lb down and 34 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=43(B) 9=7(B) June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302723 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-lFA7Fu6tyMnQUaU8KFQh4WcYfrZ31QS5F32Drkz9hgG Scale = 1:68.2 1 2 3 4 5 10 9 8 7 6 6x10 5x12 5x8 3x6 3x6 3x4 3x4 5x12 3x12 8-11-2 8-11-2 13-11-14 5-0-11 22-4-7 8-4-9 22-4-13 0-0-6 -1-0-0 1-0-0 8-11-2 8-11-2 13-11-14 5-0-11 22-4-13 8-4-15 1-7-012-0-02-2-412-0-014.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8], [3:0-6-4,0-1-0], [4:0-8-4,0-1-0], [5:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.73 0.49 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.02 (loc) 8-10 8-10 6 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,5-6: 2x6 SPF No.2, 2-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 9-3-8 oc bracing. WEBS 1 Row at midpt 3-7, 4-6 REACTIONS.(lb/size)10=953/0-3-8, 6=876/0-4-3 Max Horz 10=328(LC 5) Max Uplift 10=-46(LC 6), 6=-19(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-861/153, 3-4=-412/206, 4-5=-574/506, 2-10=-857/152, 5-6=-546/442 BOT CHORD 8-10=-393/426, 7-8=-128/424, 6-7=-55/409 WEBS 3-8=0/257, 4-7=-96/268, 2-8=-179/394, 4-6=-460/224 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 3 = 12% 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) 10, 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302724 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-DRkVSE7WjgvH6k3Kuzxwck8iRFvFmuVFTjonNBz9hgF Scale = 1:68.2 1 2 3 4 5 6 11 10 9 8 7 6x10 4x10 3x6 3x6 3x4 3x8 5x12 3x6 5x12 8-11-2 8-11-2 13-11-14 5-0-11 22-11-0 8-11-2 -1-0-0 1-0-0 8-11-2 8-11-2 13-11-14 5-0-11 22-11-0 8-11-2 23-11-0 1-0-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [3:0-6-4,0-1-0], [4:0-6-4,0-1-0], [5:0-5-8,0-1-8], [7:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.73 0.50 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.02 (loc) 9-11 9-11 7 l/defl >999 >940 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2, 2-9,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 9-6-15 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=972/0-3-8, 7=972/0-3-8 Max Horz 11=-304(LC 4) Max Uplift 11=-48(LC 6), 7=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-882/155, 3-4=-438/208, 4-5=-883/155, 2-11=-875/153, 5-7=-875/153 BOT CHORD 9-11=-369/449, 8-9=-105/437, 7-8=-174/355 WEBS 3-9=0/250, 4-8=-66/250, 2-9=-177/394, 5-8=-182/397 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 3 = 12%, joint 4 = 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) 11, 7. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T24 Truss Type Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302725 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-hdHtga88U_18judWSgS99xhuifEoVLzOiNXKvdz9hgE Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 4x6 8x8 3x6 3x6 3x8 3x6 3x4 3x6 3x6 5x8 5x8 3x6 9-8-9 9-8-9 13-2-7 3-5-14 22-11-0 9-8-9 -1-0-0 1-0-0 4-11-9 4-11-9 9-8-9 4-9-1 13-2-7 3-5-14 17-11-7 4-9-1 22-11-0 4-11-9 23-11-0 1-0-0 1-7-012-11-01-7-012-11-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.69 0.54 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.02 (loc) 11-12 11-12 11 l/defl >999 >610 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-13,7-12,4-15,7-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 7-12, 4-15, 7-11 REACTIONS.(lb/size)15=974/0-3-8, 11=974/0-3-8 Max Horz 15=-325(LC 4) Max Uplift 15=-45(LC 6), 11=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-437/162, 4-5=-742/220, 5-6=-410/204, 6-7=-741/220, 7-9=-438/162, 2-15=-433/182, 9-11=-434/182 BOT CHORD 13-15=-163/487, 12-13=-35/410, 11-12=0/487 WEBS 5-13=-95/284, 6-12=-106/284, 4-15=-529/119, 7-11=-528/120 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T25 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302726 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-9qrFtw8mEH9?L2Cj0OzOh9E9y3h4Et5Xx1HtS3z9hgD Scale = 1:20.1 1 2 3 4 6 5 4x6 3x4 2x4 3x6 3x6 1-6-7 1-6-7 2-3-0 0-8-9 -1-0-0 1-0-0 1-6-7 1-6-7 2-3-0 0-8-9 1-7-03-4-80-3-83-1-03-4-814.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [4: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-P 0.28 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=30/Mechanical, 6=168/0-3-8, 4=30/Mechanical Max Horz 6=109(LC 5) Max Uplift 5=-119(LC 5), 6=-26(LC 4), 4=-45(LC 4) Max Grav 5=104(LC 4), 6=168(LC 1), 4=42(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except (jt=lb) 5=119. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T26 Truss Type Piggyback Base Qty 10 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302727 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-d0Pd4G9O?bHszCnvZ5UdEMmDgSxxzFEhAh0R_Wz9hgC Scale = 1:68.2 1 2 3 4 5 6 11 10 9 8 7 6x10 4x10 3x6 3x6 3x4 3x8 5x12 3x6 5x12 8-11-2 8-11-2 13-11-14 5-0-11 22-11-0 8-11-2 -1-0-0 1-0-0 8-11-2 8-11-2 13-11-14 5-0-11 22-11-0 8-11-2 23-11-0 1-0-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [3:0-6-4,0-1-0], [4:0-6-4,0-1-0], [5:0-5-8,0-1-8], [7:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.73 0.50 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.02 (loc) 9-11 9-11 7 l/defl >999 >940 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2, 2-9,5-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 9-6-15 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=972/0-3-8, 7=972/0-3-8 Max Horz 11=304(LC 5) Max Uplift 11=-48(LC 6), 7=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-882/155, 3-4=-438/208, 4-5=-883/155, 2-11=-875/153, 5-7=-875/153 BOT CHORD 9-11=-369/449, 8-9=-105/437, 7-8=-174/355 WEBS 3-9=0/250, 4-8=-66/250, 2-9=-177/394, 5-8=-182/397 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 3 = 12%, joint 4 = 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) 11, 7. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T27 Truss Type Half Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302728 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-5Cz0IcA0mvQjaMM57p?snaJY0sO8inAqOLm_Wyz9hgB Scale = 1:22.0 1 2 3 7 6 4 5 4x6 2x4 3x4 3x6 1-10-5 1-10-5 2-3-0 0-4-11 -1-0-0 1-0-0 1-10-5 1-10-5 2-3-0 0-4-11 1-7-03-9-00-3-83-5-83-9-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.11 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=10/Mechanical, 7=170/0-3-8, 5=52/Mechanical Max Horz 7=143(LC 6) Max Uplift 4=-4(LC 4), 5=-95(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T28 Truss Type Piggyback Base Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302729 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-aPXOVyBeXCYaCVxIhWW5JnrZJGaoR0c_d?VY3Oz9hgA Scale = 1:104.9 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 5x6 5x6 3x6 5x10 MT18HS 5x8 3x6 3x8 MT18HS 4x6 3x8 3x6 3x6 3x8 4x8 3x12 5x12 4x8 4x8 5x8 8x16 3x8 10x10 3x8 3x6 11-0-0 11-0-0 15-7-10 4-7-9 21-2-0 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-10-10 7-3-3 47-5-12 2-7-2 56-3-4 8-9-8 56-3-11 0-0-6 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 15-7-10 4-7-9 21-2-0 5-6-6 29-4-12 8-2-11 37-7-7 8-2-11 44-10-10 7-3-3 50-5-14 5-7-4 56-3-11 5-9-12 0-11-06-5-09-6-14-7-1511-6-10-11-72-0-011-6-16.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-4], [2:0-1-12,0-0-14], [5:0-3-8,0-2-8], [9:0-6-0,0-1-8], [14:0-2-8,Edge], [15:0-2-8,0-2-8], [19:0-3-8,0-1-8], [21:0-8-0,0-3-8], [23:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.72 0.66 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.61 0.19 (loc) 23-25 23-25 13 l/defl >999 >924 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 277 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 6-20,18-20: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-22,8-21,8-19,8-17,9-17: 2x4 SPF No.2 2-25,12-13: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-1 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 5-7-10 oc bracing: 14-15. WEBS 1 Row at midpt 4-22, 6-22, 8-19, 8-17, 10-15, 11-14, 3-25 REACTIONS.(lb/size)14=2250/0-3-8, 25=1956/0-5-8, 13=344/0-4-3 Max Horz 25=-184(LC 4) Max Uplift 14=-43(LC 4), 25=-87(LC 6), 13=-44(LC 7) Max Grav 14=2250(LC 1), 25=1956(LC 1), 13=384(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-924/12, 3-4=-2994/341, 4-5=-2654/373, 5-6=-2156/341, 6-8=-2457/369, 8-9=-1347/295, 9-10=-1724/292, 10-11=-855/153, 11-12=-382/54, 2-25=-618/108, 12-13=-298/78 BOT CHORD 23-25=-227/2654, 22-23=-172/2611, 21-22=-186/2458, 17-19=-119/1907, 15-17=0/721, 14-15=-1631/257, 13-14=-24/300 WEBS 4-23=0/298, 4-22=-765/147, 5-22=-110/1134, 6-22=-708/188, 19-21=-138/1893, 8-21=-103/841, 8-19=-339/136, 8-17=-1043/203, 9-17=-1/505, 10-17=-122/894, 10-15=-1476/195, 11-15=-262/2726, 11-14=-2747/384, 3-25=-2278/370 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 25, 13. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T29 Truss Type Common Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302730 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-2b5mjHBGIWgQqfWUFD2Ks?Omrgy0AZ_7sfF5bqz9hg9 Scale = 1:75.8 1 2 3 4 5 6 7 12 11 10 9 8 5x8 4x6 3x6 3x4 3x6 3x6 3x6 4x8 3x6 5x8 3x4 6-2-4 6-2-4 9-5-12 3-3-8 18-11-8 9-5-12 4-10-2 4-10-2 9-5-12 4-7-10 14-1-6 4-7-10 18-11-8 4-10-2 19-11-8 1-0-0 1-7-012-7-111-7-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [3:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.47 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.01 (loc) 8-9 8-9 8 l/defl >999 >417 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-9,1-12,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.(lb/size)12=403/0-3-8, 10=507/0-3-8, 8=653/0-3-8 Max Horz 12=-332(LC 4) Max Uplift 12=-2(LC 7), 10=-103(LC 6), 8=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-354/81, 2-3=-374/174, 3-4=-375/174, 4-6=-377/176, 1-12=-336/41, 6-8=-391/193 BOT CHORD 10-12=-281/361, 8-9=0/269 WEBS 2-10=-460/117 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8 except (jt=lb) 10=103. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss T33 Truss Type Hip Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302731 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-2b5mjHBGIWgQqfWUFD2Ks?Ol7gyZAeb7sfF5bqz9hg9 Scale = 1:70.8 1 2 3 4 5 11 10 8 7 69 5x12 6x8 6x8 3x6 3x6 3x4 3x4 3x6 5x12 6-2-4 6-2-4 8-11-14 2-9-10 9-11-10 0-11-11 18-11-8 8-11-14 8-11-14 8-11-14 9-11-10 0-11-11 18-11-8 8-11-14 19-11-8 1-0-0 1-7-012-0-141-7-012-0-1414.00 12 Plate Offsets (X,Y)-- [1:0-5-8,0-1-8], [2:0-3-15,Edge], [3:0-3-15,Edge], [4:0-5-8,0-1-8], [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.65 0.50 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.01 (loc) 6-7 6-7 6 l/defl >999 >499 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-11,4-6: 2x6 SPF No.2, 1-8,4-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 8-3-15 oc bracing. WEBS 1 Row at midpt 2-8, 3-7, 1-8, 4-7 REACTIONS.(lb/size)11=688/0-3-8, 6=793/0-3-8, 9=73/0-3-8 Max Horz 11=-320(LC 4) Max Uplift 11=-82(LC 7), 6=-67(LC 7), 9=-52(LC 5) Max Grav 11=688(LC 1), 6=793(LC 1), 9=135(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-672/178, 2-3=-310/233, 3-4=-675/163, 1-11=-623/121, 4-6=-695/162 BOT CHORD 9-11=-383/412, 8-9=-383/412, 7-8=-30/310, 6-7=-146/360 WEBS 2-8=-406/424, 3-7=-298/403, 1-8=-190/371, 4-7=-216/347 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG01 Truss Type Common Girder Qty 1 Ply 3 24 Heritage at Spring Mill Job Reference (optional) I37302732 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Wnf8wdCv3qoHRp5goxZZOCxvz4FWv_UG4J_e7Hz9hg8 Scale = 1:57.4 1 2 3 4 7 6 58910 4x10 4x8 6x10 6x10 10x10 4x10 6-5-8 6-5-8 12-11-0 6-5-8 6-5-8 6-5-8 12-11-0 6-5-8 13-11-0 1-0-0 1-7-09-1-71-7-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [5: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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.71 0.65 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.22 0.01 (loc) 6-7 6-7 5 l/defl >999 >678 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x6 SP 2400F 2.0E *Except* 2-6: 2x4 SPF No.2, 1-6,3-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=9032/0-3-8, 5=4748/0-3-8 Max Horz 7=-246(LC 3) Max Uplift 7=-1407(LC 6), 5=-1277(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5372/1455, 2-3=-5373/1455, 1-7=-4303/1246, 3-5=-5013/1279 BOT CHORD 6-7=-451/2782 WEBS 2-6=-2048/7582, 1-6=-844/1026, 3-6=-937/3606 NOTES-(8-9) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-8-0 oc, Except member 6-1 2x4 - 1 row at 0-9-0 oc, member 6-3 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) 7=1407, 5=1277. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1996 lb down and 64 lb up at 0-1-12, 1983 lb down and 63 lb up at 2-3-12, 1983 lb down and 65 lb up at 4-3-12, and 1989 lb down and 66 lb up at 5-3-12, and 4759 lb down and 2361 lb up at 6-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG01 Truss Type Common Girder Qty 1 Ply 3 24 Heritage at Spring Mill Job Reference (optional) I37302732 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:25 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-Wnf8wdCv3qoHRp5goxZZOCxvz4FWv_UG4J_e7Hz9hg8 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-1996(B) 6=-4759(B) 8=-1983(B) 9=-1983(B) 10=-1989(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 24 Heritage at Spring Mill Job Reference (optional) I37302733 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-__DW8zDXq7w83zgtMe4oxQTAzTkMeZ_QJzkCfjz9hg7 Scale = 1:25.7 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 3x6 5x8 6x6 4x6 3x4 3x4 4x6 4x8 4-8-4 4-8-4 9-5-12 4-9-8 14-2-0 4-8-4 4-8-4 4-8-4 9-5-12 4-9-8 14-2-0 4-8-4 1-1-04-0-34-2-81-1-04-0-38.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-3-0], [4:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.10 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=798/0-3-8, 5=951/0-3-8 Max Horz 8=-95(LC 3) Max Uplift 8=-281(LC 5), 5=-248(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-934/392, 2-3=-785/361, 3-4=-1053/386, 1-8=-677/274, 4-5=-810/251 BOT CHORD 7-8=-140/280, 6-7=-335/727, 5-6=-82/343 WEBS 2-7=-116/283, 3-6=-129/296, 1-7=-285/471, 4-6=-298/450 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=281, 5=248. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 33 lb up at 6-0-12, 53 lb down and 33 lb up at 7-1-12, and 53 lb down and 33 lb up at 8-1-4, and 137 lb down at 13-5-4 on top chord, and 61 lb down at 1-5-4, 34 lb down and 75 lb up at 2-0-12, 61 lb down at 3-5-4, 69 lb down and 96 lb up at 4-0-12, 61 lb down at 5-5-4, 4 lb down and 86 lb up at 6-0-12, 4 lb down and 86 lb up at 7-1-12, 61 lb down at 7-5-4, 4 lb down and 86 lb up at 8-1-4, 168 lb down at 9-5-4, 69 lb down and 96 lb up at 10-1-4, 61 lb down at 11-5-4, and 34 lb down and 75 lb up at 12-1-4, and 69 lb down at 13-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 24 Heritage at Spring Mill Job Reference (optional) I37302733 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:27 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-SAmvLJE9bR2?h7F3wMb1Ud0Lit4bN0DZYdTlC9z9hg6 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, 5-8=-20 Concentrated Loads (lb) Vert: 6=-168(F) 12=-105(F) 13=-35(F) 14=-34(B) 15=-35(F) 16=-41(B) 17=-35(F) 18=-1(B) 19=-36(F=-35, B=-1) 20=-1(B) 21=-41(B) 22=-35(F) 23=-34(B) 24=-39(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302734 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-SAmvLJE9bR2?h7F3wMb1Ud0OVt5dN1AZYdTlC9z9hg6 Scale = 1:15.1 1 2 3 4 7 6 5 4x8 2x4 3x4 2x4 3x4 3x6 0-8-9 0-8-9 2-3-0 1-6-7 -1-0-0 1-0-0 0-8-9 0-8-9 2-3-0 1-6-7 1-7-02-3-32-5-02-3-314.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0] 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-P 0.13 0.03 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=43/Mechanical, 7=132/0-3-8 Max Horz 7=75(LC 4) Max Uplift 5=-62(LC 4), 7=-63(LC 5) Max Grav 5=53(LC 10), 7=132(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 136 lb up at 0-8-9 on top chord, and 3 lb down and 37 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=44(B) 6=7(B) June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302735 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-wMKHYfEnMlAsIHpFU36G0rZZFHRs6UQjnHDIkcz9hg5 Scale = 1:15.1 1 2 3 4 7 6 5 4x8 2x4 3x4 2x4 3x4 3x6 0-8-9 0-8-9 2-3-0 1-6-7 -1-0-0 1-0-0 0-8-9 0-8-9 2-3-0 1-6-7 1-7-02-3-32-5-02-3-314.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0] 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-P 0.13 0.03 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=43/Mechanical, 7=132/0-3-8 Max Horz 7=75(LC 4) Max Uplift 5=-62(LC 4), 7=-63(LC 5) Max Grav 5=53(LC 10), 7=132(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 136 lb up at 0-8-9 on top chord, and 3 lb down and 37 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=44(F) 6=7(F) June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG05 Truss Type Common Girder Qty 1 Ply 2 24 Heritage at Spring Mill Job Reference (optional) I37302736 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-OYufm?FP72IjwQOR1ndVZ25k4hmerwZs?xysG2z9hg4 Scale = 1:26.6 1 2 3 6 5 4 7 8 9 10 11 12 13 14 15 3x6 4x6 3x6 2x4 2x4 4x8 4-5-4 4-5-4 8-10-8 4-5-4 4-5-4 4-5-4 8-10-8 4-5-4 1-1-04-0-81-1-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.12 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=740/0-3-8, 4=657/0-5-8 Max Horz 6=93(LC 4) Max Uplift 6=-99(LC 5), 4=-103(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-655/152, 2-3=-655/152, 1-6=-550/120, 3-4=-550/120 WEBS 2-5=-90/422, 1-5=-98/505, 3-5=-102/505 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) 6 except (jt=lb) 4=103. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 31 lb up at 2-0-12, and 6 lb up at 4-9-12, and 29 lb down and 31 lb up at 6-9-12 on top chord, and 165 lb down at 0-11-12, 14 lb down and 54 lb up at 2-0-12, 164 lb down at 2-11-12, 93 lb down and 131 lb up at 3-6-0, 32 lb down and 107 lb up at 4-9-12, 164 lb down at 4-11-12, and 14 lb down and 54 lb up at 6-9-12, and 164 lb down at 6-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 10=-165(B) 11=-6(F) 12=-164(B) 13=-10(F) 14=-196(F=-32, B=-164) 15=-169(F=-6, B=-164) June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302737 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-slS1zLG1uMQaYazebU8k5Gem150naLf0EbiPoUz9hg3 Scale = 1:25.0 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 21 10x10 5x8 6x6 10x10 4x6 4x8 4-10-14 4-10-14 7-9-2 2-10-4 12-8-0 4-10-14 4-10-14 4-10-14 7-9-2 2-10-4 12-8-0 4-10-14 1-1-04-1-154-4-41-1-04-1-158.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [2:0-2-0,0-3-4], [4:Edge,0-8-2], [5:0-1-12,0-0-0], [8:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.75 0.39 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.06 0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-8,4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-13 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=1214/0-3-8, 5=1265/0-3-8 Max Horz 8=98(LC 4) Max Uplift 8=-476(LC 5), 5=-490(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1288/561, 2-3=-1034/514, 3-4=-1298/565, 1-8=-886/374, 4-5=-892/377 BOT CHORD 7-8=-260/543, 6-7=-461/1024, 5-6=-213/544 WEBS 2-7=-219/432, 3-6=-261/502, 1-7=-297/497, 4-6=-310/506 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=476, 5=490. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 39 lb up at 6-0-12, and 53 lb down and 39 lb up at 6-7-4 on top chord, and 219 lb down and 63 lb up at 1-6-12, 40 lb down and 72 lb up at 2-0-12, 219 lb down and 63 lb up at 3-6-12, 65 lb down and 92 lb up at 4-0-12, 219 lb down and 63 lb up at 5-6-12, 5 lb down and 83 lb up at 6-0-12, 5 lb down and 83 lb up at 6-7-4, 219 lb down and 63 lb up at 7-6-12, 65 lb down and 92 lb up at 8-7-4, 219 lb down and 63 lb up at 9-6-12, and 40 lb down and 72 lb up at 10-7-4, and 219 lb down and 63 lb up at 11-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Continued on page 2 June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302737 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:30 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-slS1zLG1uMQaYazebU8k5Gem150naLf0EbiPoUz9hg3 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-219(F) 11=-219(F) 12=-40(B) 13=-219(F) 14=-46(B) 15=-219(F) 16=-2(B) 17=-2(B) 18=-46(B) 19=-219(F) 20=-40(B) 21=-219(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG07 Truss Type Half Hip Girder Qty 2 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302738 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-slS1zLG1uMQaYazebU8k5Gevl56EaOw0EbiPoUz9hg3 Scale = 1:15.1 1 2 3 4 7 6 5 4x8 2x4 3x4 2x4 3x4 3x6 0-8-9 0-8-9 2-4-8 1-7-15 -1-0-0 1-0-0 0-8-9 0-8-9 2-4-8 1-7-15 1-7-02-3-32-5-02-3-314.00 12 Plate Offsets (X,Y)-- [3:0-5-3,0-2-0] 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-P 0.13 0.04 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-8 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)5=50/Mechanical, 7=134/0-3-8 Max Horz 7=75(LC 4) Max Uplift 5=-60(LC 4), 7=-66(LC 5) Max Grav 5=60(LC 10), 7=134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 137 lb up at 0-8-9 on top chord, and 3 lb down and 37 lb up at 0-8-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=44(B) 6=7(B) June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 2 24 Heritage at Spring Mill Job Reference (optional) I37302739 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-p7aoO1IIQzgInu70jvBCBhj63ugL242IhvBWtNz9hg1 Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222232425262728293031323334353637383940414243 44 6x8 3x6 3x4 8x8 12x12 4x6 3x6 4x8 5x8 3x6 4x6 3x6 4x6 4x6 6x8 6x8 3x6 4x8 5x6 5-11-7 5-11-7 11-7-6 5-7-15 19-4-2 7-8-12 30-11-3 11-7-1 42-6-4 11-7-1 50-6-8 8-0-4 -1-0-0 1-0-0 5-11-7 5-11-7 11-7-6 5-7-15 19-4-2 7-8-12 27-0-13 7-8-12 34-9-9 7-8-12 42-6-4 7-8-12 50-6-8 8-0-4 1-1-08-7-108-9-158-7-108.00 12 Plate Offsets (X,Y)-- [4:0-4-9,Edge], [10:0-3-8,0-3-0], [13:0-3-8,0-3-0], [20:0-3-8,0-2-0], [21:Edge,0-10-2], [21:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.72 0.57 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.46 -0.72 0.12 (loc) 15-17 15-17 12 l/defl >999 >833 n/a L/d 240 180 n/a PLATES MT20 Weight: 597 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-19,7-15,8-15,2-20: 2x4 SPF No.2 7-17,8-13,10-12,2-21: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-13 max.): 4-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 5-19, 10-12 REACTIONS.(lb/size)12=4779/Mechanical, 21=4648/0-3-8 Max Horz 21=257(LC 12) Max Uplift 12=-2349(LC 3), 21=-1779(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6344/2592, 3-4=-6083/2714, 4-5=-5087/2327, 5-7=-6877/3235, 7-8=-6940/3400, 8-10=-3957/2000, 2-21=-4264/1691 BOT CHORD 20-21=-643/1227, 19-20=-2273/5180, 17-19=-3265/6877, 15-17=-3361/7065, 13-15=-2912/6086, 12-13=-1924/3957 WEBS 3-19=-256/363, 4-19=-1388/2902, 5-19=-2731/1507, 5-17=-888/1485, 7-17=-342/247, 7-15=-295/264, 8-15=-1012/2014, 8-13=-3117/1451, 10-13=-1816/3612, 10-12=-5679/2768, 2-20=-1694/3988 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=2349, 21=1779. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 2 24 Heritage at Spring Mill Job Reference (optional) I37302739 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:32 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-p7aoO1IIQzgInu70jvBCBhj63ugL242IhvBWtNz9hg1 NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 78 lb up at 2-0-12, 212 lb down and 64 lb up at 4-0-12, 212 lb down and 83 lb up at 6-0-12, 212 lb down and 111 lb up at 8-0-12, 210 lb down and 145 lb up at 10-0-12, 212 lb down and 167 lb up at 12-0-12, 212 lb down and 167 lb up at 14-0-12, 212 lb down and 167 lb up at 16-0-12, 212 lb down and 167 lb up at 18-0-12, 212 lb down and 167 lb up at 20-0-12, 212 lb down and 167 lb up at 22-0-12, 212 lb down and 167 lb up at 24-0-12, 212 lb down and 167 lb up at 26-0-12, 212 lb down and 167 lb up at 28-0-12, 212 lb down and 167 lb up at 30-0-12, 212 lb down and 167 lb up at 32-0-12, 218 lb down and 165 lb up at 34-0-12, 218 lb down and 165 lb up at 36-0-12, 218 lb down and 165 lb up at 38-0-12, 218 lb down and 165 lb up at 40-0-12, 218 lb down and 165 lb up at 42-0-12, 218 lb down and 165 lb up at 44-0-12, 212 lb down and 167 lb up at 46-0-12, and 212 lb down and 167 lb up at 48-0-12, and 219 lb down and 163 lb up at 50-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 18=-212(B) 20=-212(B) 22=-206(B) 23=-212(B) 24=-212(B) 25=-210(B) 26=-212(B) 27=-212(B) 28=-212(B) 29=-212(B) 30=-212(B) 31=-212(B) 32=-212(B) 33=-212(B) 34=-212(B) 35=-212(B) 36=-218(B) 37=-218(B) 38=-218(B) 39=-218(B) 40=-218(B) 41=-218(B) 42=-212(B) 43=-212(B) 44=-219(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302740 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-HK8AcMIwBHo9P2iDGciRjuGK8I5OnlfSwZw3Ppz9hg0 Scale = 1:17.0 1 2 3 4 7 6 5 8 9 10 11 12 4x6 2x4 2x4 3x8 3x4 3x6 3-1-4 3-1-4 6-2-8 3-1-4 -1-0-0 1-0-0 0-8-9 0-8-9 6-2-8 5-5-15 1-7-02-5-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.57 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=226/Mechanical, 7=279/0-3-8 Max Horz 7=80(LC 4) Max Uplift 5=-64(LC 4), 7=-102(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-264/93 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=102. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 90 lb up at 0-8-9, and 44 lb down and 26 lb up at 2-3-4, and 44 lb down and 26 lb up at 4-3-4 on top chord, and 3 lb down and 27 lb up at 0-8-9, and 2 lb down and 16 lb up at 2-3-4, and 2 lb down and 16 lb up at 4-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=30(F) 10=6(F) 11=1(F) 12=1(F) June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG10 Truss Type HALF HIP GIRDER Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302741 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-lWhYpiJYxbw00CHPqKDgG6pOwiJeW?xb9DgdxFz9hg? Scale = 1:93.1 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 6x10 3x6 3x8 10x10 8x8 4x6 8x8 10x10 3x8 6x6 6x6 3x6 4x6 3x6 4x6 3x8 3x12 3x6 4x6 4x6 2x4 8-7-8 8-7-8 17-5-12 8-10-4 26-6-5 9-0-9 35-6-14 9-0-9 46-1-15 10-7-1 53-11-8 7-9-9 -1-0-0 1-0-0 8-7-8 8-7-8 16-1-9 7-6-1 17-5-12 1-4-3 23-7-11 6-1-15 31-1-12 7-6-1 38-7-13 7-6-1 46-1-15 7-6-1 53-11-8 7-9-9 1-1-06-10-08.00 12 Plate Offsets (X,Y)-- [3:0-7-12,0-2-0], [4:0-3-8,0-1-8], [11:0-3-8,0-1-8], [21:0-4-0,0-4-8], [23:0-3-0,0-2-0], [23:0-2-5,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.95 0.71 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.33 -0.45 0.09 (loc) 15-17 15-17 14 l/defl >999 >965 n/a L/d 240 180 n/a PLATES MT20 Weight: 290 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 19-21: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 13-14,3-22,7-20,10-15,11-14,2-22: 2x4 SPF No.2, 2-23: 2x6 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 (2-11-12 max.): 3-13. BOT CHORD Structural wood sheathing directly applied or 5-10-4 oc bracing. WEBS 1 Row at midpt 3-21, 4-20, 8-18, 10-15, 2-22 2 Rows at 1/3 pts 7-20, 11-14 REACTIONS.(lb/size)14=1976/0-5-8, 23=522/0-5-8, 20=3871/0-3-8 Max Horz 23=204(LC 4) Max Uplift 14=-1212(LC 3), 23=-139(LC 5), 20=-2186(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/131, 3-4=-352/623, 4-5=-764/1277, 5-7=-764/1277, 7-8=-1187/630, 8-10=-2363/1473, 10-11=-1899/1258, 13-14=-309/260, 2-23=-375/161 BOT CHORD 22-23=-306/623, 20-21=-623/476, 18-20=-355/579, 17-18=-1222/2017, 15-17=-1540/2454, 14-15=-1209/1899 WEBS 3-22=-172/561, 3-21=-1168/613, 4-20=-1379/898, 7-20=-2690/1584, 7-18=-736/1490, 8-18=-1425/1056, 8-17=-405/662, 10-17=-211/266, 10-15=-732/436, 11-15=-338/948, 11-14=-2395/1504, 2-22=-510/259, 4-21=-504/862, 5-20=-406/310 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1212, 23=139, 20=2186. 5) 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 June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss TG10 Truss Type HALF HIP GIRDER Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302741 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:35 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-DiFw02KAiu2teLsbO1kvoJLZg6ftFRBlOtPAUiz9hg_ NOTES-(8-9) 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 17 lb down and 46 lb up at 4-0-12, 30 lb up at 6-0-12, 46 lb down and 98 lb up at 8-0-12, 72 lb down and 118 lb up at 10-0-12, 72 lb down and 118 lb up at 12-0-12, 72 lb down and 118 lb up at 14-0-12, 72 lb down and 118 lb up at 16-0-12, 61 lb down and 109 lb up at 18-0-12, 61 lb down and 109 lb up at 20-0-12, 61 lb down and 109 lb up at 22-0-12, 61 lb down and 109 lb up at 24-0-12, 61 lb down and 109 lb up at 26-0-12, 61 lb down and 109 lb up at 28-0-12, 61 lb down and 109 lb up at 30-0-12, 61 lb down and 109 lb up at 32-0-12, 72 lb down and 118 lb up at 34-0-12, 72 lb down and 118 lb up at 36-0-12, 72 lb down and 118 lb up at 38-0-12, 72 lb down and 118 lb up at 40-0-12, 72 lb down and 118 lb up at 42-0-12, 72 lb down and 118 lb up at 44-0-12, 72 lb down and 141 lb up at 46-0-12, 72 lb down and 141 lb up at 48-0-12, and 72 lb down and 141 lb up at 50-0-12, and 72 lb down and 141 lb up at 52-0-12 on top chord, and 1 lb down at 2-0-12, 65 lb down and 42 lb up at 4-0-12, 99 lb down and 92 lb up at 6-0-12, 46 lb down and 63 lb up at 8-0-12, 48 lb down and 53 lb up at 10-0-12, 48 lb down and 53 lb up at 12-0-12, 48 lb down and 53 lb up at 14-0-12, 48 lb down and 53 lb up at 16-0-12, 33 lb down at 18-0-12, 33 lb down at 20-0-12, 33 lb down at 22-0-12, 33 lb down at 24-0-12, 33 lb down at 26-0-12, 33 lb down at 28-0-12, 33 lb down at 30-0-12, 33 lb down at 32-0-12, 48 lb down and 53 lb up at 34-0-12, 48 lb down and 53 lb up at 36-0-12, 48 lb down and 53 lb up at 38-0-12, 48 lb down and 53 lb up at 40-0-12, 48 lb down and 53 lb up at 42-0-12, 48 lb down and 53 lb up at 44-0-12, 50 lb down and 21 lb up at 46-0-12, 50 lb down and 21 lb up at 48-0-12, and 50 lb down and 21 lb up at 50-0-12, and 50 lb down and 21 lb up at 52-0-12 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, 3-13=-60, 14-23=-20 Concentrated Loads (lb) Vert: 21=-24(F) 4=-62(F) 15=-35(F) 11=-68(F) 16=-24(F) 19=-12(F) 24=-17(F) 26=-46(F) 27=-62(F) 28=-62(F) 29=-62(F) 30=-47(F) 31=-47(F) 32=-47(F) 33=-47(F) 34=-47(F) 35=-47(F) 36=-47(F) 37=-47(F) 38=-62(F) 39=-62(F) 40=-62(F) 41=-62(F) 42=-62(F) 43=-62(F) 44=-68(F) 45=-68(F) 46=-68(F) 47=-1(F) 48=-65(F) 49=-99(F) 50=-37(F) 51=-24(F) 52=-24(F) 53=-24(F) 54=-12(F) 55=-12(F) 56=-12(F) 57=-12(F) 58=-12(F) 59=-12(F) 60=-12(F) 61=-24(F) 62=-24(F) 63=-24(F) 64=-24(F) 65=-24(F) 66=-35(F) 67=-35(F) 68=-35(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V01 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302742 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-DiFw02KAiu2teLsbO1kvoJLkV6jUFfClOtPAUiz9hg_ Scale = 1:13.8 1 2 3 2x4 2x4 2x4 5-5-10 5-5-10 5-6-0 0-0-6 2-9-0 2-9-0 5-6-0 2-9-0 0-0-41-10-00-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.48 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=192/5-5-4, 3=192/5-5-4 Max Horz 1=-37(LC 4) Max Uplift 1=-8(LC 6), 3=-8(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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V02 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302743 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-hvpIEOLoTCAkGVRoylF8LXuxrV6e_6SucX9k?8z9hfz Scale = 1:9.4 1 2 3 2x4 2x4 2x4 3-11-10 3-11-10 4-0-0 0-0-6 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-4-00-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=132/3-11-4, 3=132/3-11-4 Max Horz 1=-26(LC 4) Max Uplift 1=-6(LC 6), 3=-6(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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V03 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302744 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-hvpIEOLoTCAkGVRoylF8LXuuAV65_41ucX9k?8z9hfz Scale = 1:54.9 1 2 3 4 8 7 6 5 3x6 3x4 2x4 2x4 4x6 2x4 2x4 9-9-0 9-9-0 6-8-12 6-8-12 9-9-0 3-0-4 0-8-58-6-85-0-314.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-1-4], [3:0-2-5,Edge], [8:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 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: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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 3-6 REACTIONS.All bearings 9-9-0. (lb) - Max Horz 8=253(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6 except 8=-179(LC 4), 5=-107(LC 7), 7=-226(LC 6) Max Grav All reactions 250 lb or less at joint(s) 5 except 8=275(LC 5), 6=282(LC 4), 7=314(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-320/252 WEBS 3-6=-254/155, 2-7=-239/278 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) 6 except (jt=lb) 8=179, 5=107, 7=226. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V04 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302745 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-95NhRkLQEWIatf?_VSmNukR1SvS8jVa2rBuHXaz9hfy Scale = 1:48.5 1 2 3 4 7 6 53x4 3x4 2x4 2x4 2x4 2x4 2x4 8-11-9 8-11-9 5-11-5 5-11-5 8-11-9 3-0-4 0-3-57-2-83-8-314.00 12 Plate Offsets (X,Y)-- [1:0-3-9,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.42 0.21 0.26 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-9. (lb) - Max Horz 1=208(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-159(LC 4), 5=-109(LC 7), 7=-219(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=271(LC 4), 7=314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/225 WEBS 2-7=-246/299 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) 6 except (jt=lb) 1=159, 5=109, 7=219. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V05 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302746 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-95NhRkLQEWIatf?_VSmNukRy7vQyjX02rBuHXaz9hfy Scale = 1:40.0 1 2 3 5 42x4 2x4 2x4 2x4 4x6 8-0-11 8-0-11 5-0-7 5-0-7 8-0-11 3-0-4 0-0-45-10-82-4-314.00 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.76 0.35 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-3: 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 8-0-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=181/8-0-11, 4=102/8-0-11, 5=331/8-0-11 Max Horz 1=160(LC 5) Max Uplift 1=-71(LC 7), 4=-99(LC 7), 5=-64(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V06 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302747 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-dHx3f4M3?pRRVpaA3AIcQyzCnJo5S?WB4req31z9hfx Scale = 1:31.1 1 2 3 5 42x4 3x4 2x4 2x4 2x4 6-10-15 6-10-15 3-10-11 3-10-11 6-10-15 3-0-4 0-0-44-6-81-0-314.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.45 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-10-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=139/6-10-15, 4=107/6-10-15, 5=281/6-10-15 Max Horz 1=114(LC 5) Max Uplift 1=-77(LC 7), 4=-85(LC 7), 5=-32(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V07 Truss Type GABLE Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302748 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-6UVRsQNhm7ZI7z9Mdtprz9WQCj9rBTrKIVNOcTz9hfw Scale = 1:22.7 1 2 3 42x4 3x4 2x4 2x4 5-6-0 5-6-0 2-9-0 2-9-0 5-6-0 2-9-0 0-0-43-2-80-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.13 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: 13 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 5-6-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=125/5-6-0, 3=125/5-6-0, 4=153/5-6-0 Max Horz 1=-72(LC 4) Max Uplift 1=-24(LC 7), 3=-20(LC 6) Max Grav 1=125(LC 1), 3=125(LC 1), 4=156(LC 2) 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V08 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302749 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:8EosPRnWsR53hSkrGs2vMzzRp46-6UVRsQNhm7ZI7z9Mdtprz9WSTj9RBTCKIVNOcTz9hfw Scale = 1:12.2 1 2 3 2x4 2x4 2x4 0-0-3 0-0-3 3-2-9 3-2-6 1-7-5 1-7-5 3-2-9 1-7-5 0-0-41-10-80-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=110/3-2-2, 3=110/3-2-2 Max Horz 1=-39(LC 4) Max Uplift 1=-4(LC 7), 3=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V09 Truss Type Roof Special Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302750 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-ag3p4mOJXRh9l7kZBaK4VN3Ux7STwtSUX87x8vz9hfv Scale = 1:68.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x4 3x6 4x6 3x6 3x8 3x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 17-9-1 17-9-1 4-3-10 4-3-10 9-4-6 5-0-11 17-9-1 8-4-11 6-2-911-2-131-5-511-2-1314.00 12 Plate Offsets (X,Y)-- [3:0-2-11,Edge], [5:0-2-11,Edge], [8:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.66 0.36 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-10,4-11: 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.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 4-11 REACTIONS.All bearings 17-9-1. (lb) - Max Horz 14=-330(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 13 except 14=-104(LC 7), 8=-231(LC 5), 9=-308(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14, 13 except 8=348(LC 4), 10=305(LC 11), 11=349(LC 10), 9=379(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-89/261, 5-6=-163/272, 6-7=-365/320, 7-8=-267/210 BOT CHORD 13-14=-203/276, 11-13=-203/276, 10-11=-203/276, 9-10=-203/276, 8-9=-203/276 WEBS 4-11=-265/105, 6-9=-276/314 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 13 except (jt=lb) 14=104, 8=231, 9=308. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V10 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302751 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-2sdBH5PxIkp0MHJlkIrJ2abiQWpxfIldmosVgLz9hfu Scale = 1:78.0 1 2 3 4 5 6 13 12 11 10 9 8 7 2x4 3x4 4x6 3x12 4x6 2x4 2x4 2x4 2x4 2x4 2x4 16-10-13 16-10-13 6-10-0 6-10-0 16-10-13 10-0-13 4-10-912-10-31-1-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [6:0-1-7,0-1-4], [7:0-0-0,0-1-4], [11:0-0-0,0-1-12], [11:0-3-0,0-1-4], [12:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.48 0.28 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 9-6-6 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS.All bearings 16-10-13. (lb) - Max Horz 13=-353(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13 except 7=-391(LC 5), 10=-119(LC 4), 12=-189(LC 6), 9=-192(LC 7), 8=-256(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13 except 7=487(LC 4), 10=481(LC 6), 12=300(LC 10), 9=339(LC 11), 8=270(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-100/362, 3-4=-170/366, 4-5=-327/363, 5-6=-491/421, 6-7=-392/323 BOT CHORD 12-13=-254/312, 10-12=-254/312, 9-10=-254/312, 8-9=-254/311, 7-8=-253/311 WEBS 3-10=-444/161, 4-9=-257/246 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) 13 except (jt=lb) 7=391, 10=119, 12=189, 9=192, 8=256. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V11 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302752 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-2sdBH5PxIkp0MHJlkIrJ2ablSWrdfJedmosVgLz9hfu Scale = 1:70.6 1 2 3 4 5 6 13 12 11 10 9 8 7 2x4 2x4 4x6 3x8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 16-0-8 16-0-8 6-10-0 6-10-0 16-0-8 9-2-8 3-6-911-6-30-9-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [6:0-1-7,0-1-4], [7:0-0-0,0-1-4], [11:0-0-0,0-1-12], [11:0-3-0,0-1-4], [12:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.18 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS.All bearings 16-0-8. (lb) - Max Horz 13=-306(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 10 except 7=-384(LC 5), 12=-194(LC 6), 9=-199(LC 7), 8=-241(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13 except 7=455(LC 4), 10=450(LC 6), 12=298(LC 10), 9=338(LC 11), 8=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-103/335, 3-4=-153/338, 4-5=-314/340, 5-6=-461/390, 6-7=-378/309 BOT CHORD 12-13=-229/274, 10-12=-228/274, 9-10=-228/274, 8-9=-228/274, 7-8=-228/273 WEBS 3-10=-402/136, 4-9=-257/249 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) 13, 10 except (jt=lb) 7=384, 12=194, 9=199, 8=241. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V12 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302753 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-W3AaVRPZ32xt_QuxI?MYao8y5wCdOmSn?Sc2Doz9hft Scale = 1:62.6 1 2 3 4 5 9 8 7 6 2x4 2x4 4x6 4x6 2x4 2x4 2x4 2x4 2x4 15-2-3 15-2-3 6-10-0 6-10-0 15-2-3 8-4-3 2-2-910-2-30-5-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [5:0-3-5,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.13 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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 3-7 REACTIONS.All bearings 15-2-3. (lb) - Max Horz 9=-260(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 7 except 5=-170(LC 5), 8=-210(LC 6), 6=-240(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=388(LC 6), 8=297(LC 10), 6=382(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-117/285, 3-4=-123/292, 4-5=-300/300 WEBS 3-7=-333/88, 4-6=-272/268 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) 9, 7 except (jt=lb) 5=170, 8=210, 6=240. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V13 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302754 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-_FkyinQBqM3kcaT8sjtn7?h7wKXL7GowD6LblEz9hfs Scale = 1:54.4 1 2 3 4 5 9 8 7 6 3x8 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-5-1 14-5-1 6-10-0 6-10-0 14-5-1 7-7-1 0-10-98-10-30-0-414.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-1-4], [3:Edge,0-1-14], [9:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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 3-7 REACTIONS.All bearings 14-4-13. (lb) - Max Horz 9=-213(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 5 except 8=-218(LC 6), 6=-200(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5, 7 except 8=297(LC 10), 6=332(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) 9, 5 except (jt=lb) 8=218, 6=200. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V14 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302755 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-_FkyinQBqM3kcaT8sjtn7?h5dKXQ7FPwD6LblEz9hfs Scale = 1:46.3 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 12-10-10 12-10-7 6-5-5 6-5-5 12-10-10 6-5-5 0-0-47-6-30-0-414.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.09 0.18 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: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-10-3. (lb) - Max Horz 1=-175(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-176(LC 6), 6=-176(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=289(LC 10), 6=289(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 except (jt=lb) 8=176, 6=176. 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V15 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302756 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-SRIKv7RpbfBbDk2KQQP0gDDDEkqdsi33Sm59Hgz9hfr Scale = 1:40.0 1 2 3 44x8 8x8 4x8 2x4 10-7-0 10-7-0 10-7-3 0-0-3 5-3-10 5-3-10 10-7-3 5-3-10 0-0-46-2-30-0-414.00 12 Plate Offsets (X,Y)-- [1:0-6-10,Edge], [2:0-1-11,Edge], [3:0-4-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.45 0.29 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=221/10-6-12, 3=221/10-6-12, 4=361/10-6-12 Max Horz 1=-143(LC 4) Max Uplift 1=-16(LC 7), 3=-10(LC 6), 4=-11(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V16 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302757 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-wdsi7TSSMzJSrudWz8wFCQmNv8ALbAXDhQqip7z9hfq Scale = 1:33.0 1 2 3 42x4 3x4 2x4 2x4 0-0-3 0-0-3 8-3-12 8-3-9 4-1-14 4-1-14 8-3-12 4-1-14 0-0-44-10-30-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.52 0.32 0.07 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: 20 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=195/8-3-6, 3=195/8-3-6, 4=238/8-3-6 Max Horz 1=111(LC 5) Max Uplift 1=-37(LC 7), 3=-31(LC 6) Max Grav 1=195(LC 1), 3=195(LC 1), 4=243(LC 2) 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.). June 4,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 24_Heritage_at_Spring_Mill Truss V17 Truss Type Valley Qty 1 Ply 1 24 Heritage at Spring Mill Job Reference (optional) I37302758 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 4 10:21:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1c39Anufg6iOgIdGsVDFmMzDa2W-wdsi7TSSMzJSrudWz8wFCQmRy8CobBEDhQqip7z9hfq Scale = 1:24.7 1 2 3 42x4 3x4 2x4 2x4 6-0-6 6-0-6 3-0-3 3-0-3 6-0-6 3-0-3 0-0-43-6-30-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.16 0.03 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: 14 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=139/6-0-6, 3=139/6-0-6, 4=169/6-0-6 Max Horz 1=-79(LC 4) Max Uplift 1=-26(LC 7), 3=-22(LC 6) Max Grav 1=139(LC 1), 3=139(LC 1), 4=172(LC 2) 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.). June 4,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths