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HomeMy WebLinkAboutI33440722.33_Heritage_at_Spring_MillRe: Liu, Xuegang Pages or sheets covered by this seal: I33440722 thru I33440809 My license renewal date for the state of Indiana is July 31, 2018. 33_Heritage_at_Spring_Mill Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 33 Heritage at Spring Mill 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss GE01 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440722 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-VbJaeTMvQreEgXBnHyFIR1uyv?Xb_?e8gRMSlWzDZpi Scale = 1:123.6 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 6x10 3x6 8x14 MT18HS 3x6 10x10 3x8 MT18HS 2x4 2x4 3x6 3x6 5x6 3x6 3x6 6x10 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- 1 1 - 0 6- 5 - 0 9- 6 - 1 11 - 6 - 1 2- 8 - 6 2- 0 - 0 11 - 6 - 1 6.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [9:0-10-8,0-1-12], [14:0-2-8,0-1-8], [19:0-3-0,0-3-0], [21:0-2-8,0-1-8], [23:0-2-8,0-2-8], [24:Edge,0-7-13], [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) 0.75 0.78 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.69 0.20 (loc) 19 17-18 13 l/defl >999 >873 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 286 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,3-21,4-21,4-20,10-14,12-14,2-23: 2x3 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 Uplift24=-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=-2896/390, 5-6=-2685/390, 6-7=-2688/393, 7-8=-2688/393, 8-9=-2235/368, 9-10=-2225/333, 10-11=-1966/243, 11-12=-2163/220, 2-24=-1992/278, 12-13=-1934/202 BOT CHORD 23-24=-249/524, 22-23=-288/2882, 21-22=-288/2882, 20-21=-272/2820, 19-20=-241/2355, 16-17=-70/1766, 15-16=-70/1766, 14-15=-63/1708 WEBS 6-19=-418/178, 4-20=-773/169, 5-20=-63/724, 5-19=-202/759, 17-19=-193/2283, 8-19=-132/716, 8-17=-1052/317, 9-17=-198/898, 10-14=-479/109, 12-14=-73/1695, 2-23=-174/2376 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 88 lb uplift at joint 24 and 41 lb uplift at joint 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss GE02 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440723 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-zotyrpNXB8m5IhmzrfmX_EREpP1TjcqIu550IzzDZph Scale = 1:74.6 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 3x4 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- 1 1 - 1 2 9- 8 - 1 4 1- 7 - 0 9- 8 - 1 4 14.00 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) 0.29 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: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 8-18,7-19,6-20: 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.): 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=-160(LC 4), 14=-184(LC 5), 24=-177(LC 6), 15=-240(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=275(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-64/275 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=160, 14=184, 24=177, 15=240. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss GE03 Truss Type GABLE l l Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440724 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-R_RK29N9ySuywrL9ONHmWS_FLoAhStCR7lrZqPzDZpg Scale = 1:121.7 12 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 3x6 3x6 3x6 4x8 12x12 4x8 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- 1 1 - 0 6- 5 - 0 9- 6 - 1 11 - 6 - 1 0- 7 - 6 2- 0 - 0 11 - 6 - 1 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-2-8], [3:0-1-7,0-6-0], [5:0-3-4,0-2-4], [9:0-6-0,0-1-8], [12:0-1-2,Edge], [17:0-3-8,0-2-0], [19:0-7-4,0-4-8], [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) 0.95 0.99 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.75 0.31 (loc) 19-20 17-18 12 l/defl >999 >861 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 292 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 2x4 SPF No.2 *Except* 3-21,3-23: 2x4 SPF-S Stud, 4-21,4-20,11-13: 2x3 SPF No.2 2-23: 2x6 SP No.1 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 Uplift12=-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=-951/3, 3-4=-3481/380, 4-5=-3160/412, 5-6=-2586/375, 6-7=-3055/416, 7-8=-3055/416, 8-9=-2208/358, 9-10=-2640/365, 10-11=-2778/316, 11-12=-3364/313, 2-23=-634/108 BOT CHORD 22-23=-267/3018, 21-22=-267/3018, 20-21=-214/3049, 19-20=-220/3056, 6-19=0/445, 16-17=-136/2579, 15-16=-136/2579, 14-15=-152/2636, 13-14=-152/2636, 12-13=-152/2636 WEBS 4-21=0/256, 4-20=-787/151, 5-20=-132/1415, 6-20=-1011/193, 17-19=-156/2594, 8-19=-128/749, 8-17=-515/142, 8-15=-778/221, 9-15=-37/978, 11-15=-543/180, 11-13=0/359, 3-23=-2704/412 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss GE04 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440725 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-vA?iGVOojm1pX?wLy4o?3fWXTCiSBXEaMPa7MrzDZpf Scale = 1:93.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4 3x6 4x6 3x4 3x6 3x4 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 - 0 11 - 7 - 0 1- 7 - 0 11 - 7 - 0 14.00 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) 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: 156 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 2x4 SPF No.2 *Except* 4-28,3-29,12-20,13-19,14-18: 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.): 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=-117(LC 6), 29=-202(LC 6), 20=-103(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=500(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-50/258, 5-6=-52/366, 7-8=-4/271, 8-9=-4/271, 9-10=-5/271, 10-11=-52/367, 11-12=-51/277, 14-15=-369/344, 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=117, 29=202, 20=103, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J01 Truss Type Jack-Open Qty 3 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440726 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-vA?iGVOojm1pX?wLy4o?3fWdFClgBYKaMPa7MrzDZpf Scale = 1:29.3 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 - 0 4- 2 - 8 3- 7 - 6 4- 2 - 8 14.00 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) 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 Uplift3=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J02 Truss Type Jack-Open Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440727 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-NMY5TrPQU39g99VYWoJEct3lec44w?Nka3KguIzDZpe Scale = 1:18.0 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 - 0 2- 4 - 8 6.95 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) 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=-66/Mechanical, 6=289/0-5-12 Max Horz 6=97(LC 6) Max Uplift5=-32(LC 6), 3=-66(LC 1), 6=-55(LC 6) Max Grav 5=21(LC 2), 3=16(LC 4), 6=289(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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J03 Truss Type Jack-Open Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440728 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-NMY5TrPQU39g99VYWoJEct3lec44w?Nka3KguIzDZpe Scale = 1:18.0 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 - 0 2- 4 - 8 6.95 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) 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=-66/Mechanical, 6=289/0-5-12 Max Horz 6=97(LC 6) Max Uplift5=-32(LC 6), 3=-66(LC 1), 6=-55(LC 6) Max Grav 5=21(LC 2), 3=16(LC 4), 6=289(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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J04 Truss Type Jack-Open Qty 8 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440729 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-NMY5TrPQU39g99VYWoJEct3iMc3Vw?Nka3KguIzDZpe Scale = 1:45.0 1 4 2 3 2x4 3x8 4-6-0 4-6-0 4-6-0 4-6-0 1- 7 - 0 6- 1 0 - 0 1- 1 - 1 0 6- 2 - 1 4 6- 1 0 - 0 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J05 Truss Type Jack-Open Qty 10 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440730 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-NMY5TrPQU39g99VYWoJEct3lFc2Ww_Fka3KguIzDZpe Scale = 1:45.0 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 - 0 6- 1 0 - 0 6- 2 - 1 4 6- 1 0 - 0 14.00 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) 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 Uplift3=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J06 Truss Type Jack-Open Qty 4 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440731 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-sZ6ThBQ2FNHXnI3k4VrT84bpC0LTfSdtpj3DRkzDZpd Scale = 1:44.9 1 4 2 3 3x8 2x4 4-9-0 4-9-0 4-9-0 4-9-0 1- 3 - 8 6- 1 0 - 0 6- 2 - 1 4 6- 1 0 - 0 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.71 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 Uplift2=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J07 Truss Type Jack-Open Qty 2 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440732 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-sZ6ThBQ2FNHXnI3k4VrT84bzl0Q2fSptpj3DRkzDZpd Scale = 1:30.2 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 - 0 4- 4 - 4 3- 9 - 2 4- 4 - 4 14.00 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) 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 Uplift3=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J08 Truss Type Jack-Closed Qty 14 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440733 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-sZ6ThBQ2FNHXnI3k4VrT84bsa0L7fR9tpj3DRkzDZpd Scale: 3/16"=1' 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 - 0 8- 9 - 1 5 14.00 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) 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J09 Truss Type Jack-Closed Qty 6 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440734 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-KlgruXQg?hPOOSewdCMihI815QhMOuC12NpnzAzDZpc Scale: 3/16"=1' 1 2 4 3 2x4 5x6 2x4 3x4 6-2-8 6-2-8 6-2-8 6-2-8 1- 7 - 0 8- 9 - 1 5 14.00 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) 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 Uplift4=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J10 Truss Type Jack-Open Qty 2 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440735 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-KlgruXQg?hPOOSewdCMihI87wQm9Ovt12NpnzAzDZpc Scale = 1:18.2 1 2 5 3 4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1- 1 - 0 2- 5 - 0 1- 1 1 - 1 3 2- 5 - 0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J11 Truss Type Jack-Open Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440736 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-KlgruXQg?hPOOSewdCMihI858QlYOvt12NpnzAzDZpc Scale = 1:18.0 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 - 0 2- 4 - 8 6.95 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) 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=97(LC 6) Max Uplift5=-32(LC 6), 3=-67(LC 1), 6=-55(LC 6) Max Grav 5=21(LC 2), 3=16(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, 67 lb uplift at joint 3 and 55 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J12 Truss Type Jack-Open Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440737 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-oxED6tRIm_XF0cD7BwtxDVhGrp5?7M7AH1YKVczDZpb Scale = 1:18.0 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 - 8 2- 4 - 8 6.95 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) 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=-25/Mechanical Max Horz 6=93(LC 6) Max Uplift6=-44(LC 6), 5=-21(LC 6), 3=-25(LC 1) Max Grav 6=248(LC 1), 5=26(LC 2), 3=17(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 44 lb uplift at joint 6, 21 lb uplift at joint 5 and 25 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J13 Truss Type Jack-Open Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440738 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-oxED6tRIm_XF0cD7BwtxDVhGrp5_7M7AH1YKVczDZpb Scale = 1:18.0 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 - 8 2- 4 - 8 6.95 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) 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J14 Truss Type Jack-Open Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440739 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-oxED6tRIm_XF0cD7BwtxDVhGup5l7M7AH1YKVczDZpb Scale = 1:18.0 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 - 0 2- 4 - 8 1- 1 1 - 9 2- 4 - 8 6.95 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) 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 Uplift3=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J15 Truss Type Jack-Open Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440740 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-G8obJCSwXIf6emoJldOAmjDRdDR_spNJVhIu13zDZpa Scale = 1:18.0 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 - 0 2- 4 - 8 6.95 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) 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 Uplift3=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J16 Truss Type Jack-Open Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440741 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-G8obJCSwXIf6emoJldOAmjDRdDR_spNJVhIu13zDZpa Scale = 1:18.0 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 - 0 2- 4 - 8 1- 1 1 - 9 2- 4 - 8 6.95 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) 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 Uplift3=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J17 Truss Type Jack-Open Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440742 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-G8obJCSwXIf6emoJldOAmjDUBDS?sp?JVhIu13zDZpa Scale = 1:18.2 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 - 0 2- 5 - 0 1- 1 1 - 1 3 2- 5 - 0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss J24 Truss Type Half Hip Girder Qty 2 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440743 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-kKM_WYTYIcnzFwNVJLvPJwmfUdkSbFJTkK1RaVzDZpZ Scale = 1:18.1 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 - 0 2- 5 - 0 0- 3 - 8 2- 1 - 8 2- 5 - 0 14.00 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) 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 Uplift4=-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) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss PB01 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440744 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-kKM_WYTYIcnzFwNVJLvPJwmaxdmDbEDTkK1RaVzDZpZ Scale = 1:53.4 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x4 3x4 3x4 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 - 1 4 0- 1 - 4 0- 1 - 8 6- 6 - 6 8.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-3], [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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss PB02 Truss Type GABLE Qty 9 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440745 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-CWwMkuUB3vvqt4yis2Qer8Jpo17fKgdcz_n_6xzDZpY Scale = 1:59.0 2 3 4 5 6 7 8 15 14 13 12 11 10 1 9 4x6 3x4 3x4 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 - 1 5 0- 1 - 4 0- 1 - 8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss PB03 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440746 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-gjTkxEUpqD1hVDXuQmxtOLr_vRSq38ImBeWYeOzDZpX Scale = 1:53.1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 3x4 3x4 5x6 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 - 8 0- 1 - 4 0- 1 - 8 6- 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-3], [6:0-3-12,0-2-0], [15:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss PB04 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440747 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-8v169aVRbX9X6N64_TT6wZO8jqo7ocZvQIG5AqzDZpW Scale = 1:43.3 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 5x6 3x4 3x4 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 - 8 0- 1 - 4 0- 1 - 8 4- 7 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-1-12], [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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss PB05 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440748 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-8v169aVRbX9X6N64_TT6wZO8kqo8ocbvQIG5AqzDZpW Scale = 1:43.7 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 6x6 3x4 3x4 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 - 1 5 0- 1 - 4 0- 1 - 8 4- 6 - 7 8.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-1-12], [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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss PB06 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440749 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-d5bUMwW3MqHOkXhGYB_LTmxH6E7zX4r3fy?ejGzDZpV Scale = 1:39.6 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x4 3x8 3x4 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 - 4 2- 4 - 4 2- 4 - 8 0- 1 - 0 0- 1 - 8 2- 3 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss PB07 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440750 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-5I9taGXh78PFMhFT5uVa0_TSseT3GW6CuclCFizDZpU Scale = 1:37.0 2 3 4 5 6 7 8 14 13 12 11 10 1 9 3x4 3x8 3x4 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 - 1 5 0- 1 - 4 0- 1 - 8 2- 2 - 7 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss PB08 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440751 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-5I9taGXh78PFMhFT5uVa0_TWOeV5GWkCuclCFizDZpU Scale = 1:19.2 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 - 0 0- 1 - 4 0- 1 - 8 2- 1 - 8 14.00 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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss PB11 Truss Type GABLE Qty 12 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440752 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZUjFncXJuSX6zrqffb0qYB0ge2rY?zxL6GUln9zDZpT Scale = 1:26.2 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- 1 1 - 7 0- 1 - 4 0- 1 - 8 14.00 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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T01 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440753 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZUjFncXJuSX6zrqffb0qYB0gz2rX?zkL6GUln9zDZpT Scale = 1:26.4 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 - 0 3- 7 - 3 3- 9 - 0 3- 7 - 3 14.00 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) 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T02 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440754 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZUjFncXJuSX6zrqffb0qYB0gz2rX?zkL6GUln9zDZpT Scale = 1:26.4 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 - 0 3- 7 - 3 3- 9 - 0 3- 7 - 3 14.00 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) 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T03 Truss Type Half Hip Qty 2 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440755 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-1gHd_yYyflfzb?PrDJX35PZrpSBlkQzVLwEJJbzDZpS Scale = 1:26.4 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 - 0 3- 7 - 3 3- 9 - 0 3- 7 - 3 14.00 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) 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 Uplift7=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T04 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440756 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-1gHd_yYyflfzb?PrDJX35PZnXS9EkP8VLwEJJbzDZpS Scale = 1:30.1 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 - 0 3- 9 - 0 14.00 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) 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T05 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440757 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-1gHd_yYyflfzb?PrDJX35PZnGSAykPjVLwEJJbzDZpS Scale = 1:39.1 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 - 0 5- 1 - 0 14.00 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) 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T06 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440758 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-Vtr?CHZaQ3nqD8_2n02Idc5vorWjTrreaazss1zDZpR Scale = 1:48.8 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 - 0 6- 5 - 0 14.00 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) 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T07 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440759 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-Vtr?CHZaQ3nqD8_2n02Idc5qIrWQTqfeaazss1zDZpR Scale = 1:57.6 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 - 0 7- 9 - 0 14.00 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) 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T08 Truss Type Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440760 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-z3PNPdaCBNvhqIZEKkZXAqe0WFdIC9hooEjPOUzDZpQ Scale = 1:108.1 12 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 - 0 11 - 4 - 4 11 - 6 - 9 2- 8 - 6 11 - 4 - 4 8.00 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) 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: 252 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* 3-21,10-14,12-14,2-21: 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 Uplift22=-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, 3-4=-2467/280, 4-5=-2334/325, 5-6=-1948/321, 6-7=-2268/336, 7-8=-2268/336, 8-9=-1768/305, 9-10=-2226/315, 10-11=-1959/235, 11-12=-2156/212, 12-13=-1924/195, 2-22=-1991/244 BOT CHORD 21-22=-293/476, 20-21=-259/2184, 19-20=-259/2184, 18-19=-244/2260, 17-18=-244/2260, 16-17=-199/2202, 15-16=-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=-37/1722 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440761 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-z3PNPdaCBNvhqIZEKkZXAqe0WFdXC9looEjPOUzDZpQ Scale = 1:109.0 12 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 4x10 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 - 0 11 - 6 - 1 2- 1 0 - 1 1 11 - 6 - 1 8.00 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) 0.80 0.99 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.83 0.16 (loc) 14-16 14-16 12 l/defl >999 >729 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 252 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* 4-20,10-13,11-13,2-20: 2x3 SPF No.2, 2-21: 2x6 SP No.1 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 4-18, 6-18, 6-16, 8-14 REACTIONS.(lb/size) 21=2081/0-3-8, 12=2006/Mechanical Max Horz 21=304(LC 5) Max Uplift21=-86(LC 6), 12=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2789/239, 3-4=-2559/265, 4-5=-2468/326, 5-6=-1958/324, 6-7=-2243/337, 7-8=-2243/337, 8-9=-1750/305, 9-10=-2195/314, 10-11=-2087/232, 11-12=-1930/195, 2-21=-1990/241 BOT CHORD 20-21=-299/500, 19-20=-268/2210, 18-19=-268/2210, 17-18=-253/2239, 16-17=-253/2239, 15-16=-208/2172, 14-15=-208/2172, 13-14=-51/1648 WEBS 4-18=-342/168, 5-18=-25/837, 6-18=-657/245, 8-16=0/324, 8-14=-874/232, 9-14=-37/746, 10-14=-156/272, 10-13=-539/98, 11-13=-69/1667, 2-20=-33/1723 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T10 Truss Type Piggyback Base Qty 3 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440762 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-RFymdzbqxg2YSS8QuR5mj1BBMf2KxY1x1uSzwwzDZpP Scale = 1:103.7 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 4x8 4x8 6x10 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- 1 1 - 0 6- 5 - 0 9- 6 - 1 11 - 6 - 1 2- 1 0 - 0 2- 0 - 0 11 - 6 - 1 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [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], [18:0-7-12,0-4-0], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.80 0.69 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.59 0.21 (loc) 18-19 20-22 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 266 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-22,18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-20,4-20,4-19,10-13,11-13,3-22: 2x3 SPF No.2, 2-22: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-1 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, 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 Uplift12=-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=-899/10, 3-4=-3219/358, 4-5=-2892/390, 5-6=-2361/357, 6-7=-2744/391, 7-8=-2744/391, 8-9=-1759/319, 9-10=-2203/330, 10-11=-2113/240, 11-12=-1936/201, 2-22=-612/111 BOT CHORD 21-22=-319/2809, 20-21=-319/2809, 19-20=-266/2814, 18-19=-281/2744, 6-18=0/335, 15-16=-193/2234, 14-15=-193/2234, 13-14=-58/1668 WEBS 4-20=0/272, 4-19=-768/148, 5-19=-120/1267, 6-19=-851/190, 16-18=-214/2237, 8-18=-135/788, 8-16=-420/159, 8-14=-906/199, 9-14=-37/724, 10-14=-164/259, 10-13=-514/108, 11-13=-73/1678, 3-22=-2501/385 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440763 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-vRW8qJbSi_AP4cjdS9c?FFjMV3Ncg2W5GYCWSMzDZpO Scale = 1:112.3 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 3x6 5x10 MT18HS 3x6 5x10 MT18HS 3x6 12x12 3x6 3x6 3x8 5x8 3x6 4x10 4x6 3x6 3x8 3x6 2x4 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 - 0 11 - 6 - 1 0- 5 - 1 1 11 - 6 - 1 8.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-1-4], [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], [23: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) 0.77 0.75 0.82 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: 288 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,12-14,2-22: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-0 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=460/0-5-8, 20=2594/0-3-8, 13=1308/0-3-8 Max Horz 23=271(LC 5) Max Uplift23=-90(LC 6), 20=-62(LC 5), 13=-67(LC 7) Max Grav 23=532(LC 10), 20=2594(LC 1), 13=1310(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-441/116, 4-5=-3/483, 5-6=0/356, 6-7=0/454, 7-8=-799/242, 8-9=-799/242, 9-10=-988/253, 10-11=-1185/240, 11-12=-1328/191, 12-13=-1957/190, 2-23=-458/136 BOT CHORD 22-23=-265/386, 21-22=-164/377, 20-21=-440/194, 16-17=-92/799, 15-16=-53/1504, 14-15=-53/1504, 13-14=-53/1504 WEBS 4-22=0/350, 4-21=-596/158, 5-21=-531/85, 6-21=-98/960, 7-20=-1557/174, 7-17=-89/1053, 9-17=-733/160, 9-16=-54/355, 10-16=0/335, 12-16=-631/181, 12-14=0/370, 2-22=-261/128, 6-20=-1084/84, 7-19=0/260 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 0%, joint 23 = 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) 23, 20, 13. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T12 Truss Type Piggyback Base Qty 2 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440764 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-Oe4W2fc4TIIGhmIp0s7EoSGVYTf7PTrEVCx4?pzDZpN Scale = 1:110.8 12 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 3x6 3x6 3x6 4x8 4x8 4x8 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- 1 1 - 0 6- 5 - 0 9- 6 - 1 11 - 6 - 1 0- 7 - 6 2- 0 - 0 11 - 6 - 1 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-2-8], [5:0-3-4,0-2-4], [9:0-6-0,0-1-8], [12:0-1-2,Edge], [17:0-3-8,0-2-0], [19:0-7-4,0-4-8], [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) 0.95 0.99 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.72 0.29 (loc) 19-20 17-18 12 l/defl >999 >890 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 271 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-23,19-22: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-21,3-23: 2x4 SPF-S Stud, 4-21,4-20,11-13: 2x3 SPF No.2 2-23: 2x6 SP No.1 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 Uplift12=-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=-923/13, 3-4=-3480/379, 4-5=-3161/412, 5-6=-2587/375, 6-7=-3054/416, 7-8=-3054/416, 8-9=-2208/358, 9-10=-2640/365, 10-11=-2778/316, 11-12=-3364/313, 2-23=-630/113 BOT CHORD 22-23=-268/3017, 21-22=-268/3017, 20-21=-213/3048, 19-20=-220/3054, 6-19=0/441, 16-17=-136/2579, 15-16=-136/2579, 14-15=-152/2636, 13-14=-152/2636, 12-13=-152/2636 WEBS 4-21=0/257, 4-20=-786/149, 5-20=-132/1415, 6-20=-1007/193, 17-19=-157/2587, 8-19=-129/747, 8-17=-513/142, 8-15=-778/221, 9-15=-37/978, 11-15=-543/180, 11-13=0/359, 3-23=-2714/402 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440765 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-sqeuF?diEbQ7Jwt?ZZeTKgpjls0Y8wbNjshdXFzDZpM Scale = 1:106.1 12 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 3x8 3x12 6x10 4x8 3x12 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- 1 1 - 0 6- 5 - 0 9- 6 - 1 4- 7 - 1 5 11 - 6 - 1 5- 3 - 8 2- 0 - 0 11 - 6 - 1 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [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], [18:0-7-8,0-4-0], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.92 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.68 0.21 (loc) 20-22 20-22 12 l/defl >999 >831 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 259 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 2x4 SPF No.2 *Except* 3-20,4-20,4-19,10-13,11-13,3-22: 2x3 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 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-13 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 Uplift12=-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=-3009/342, 4-5=-2664/372, 5-6=-2169/342, 6-7=-2476/370, 7-8=-2476/370, 8-9=-1369/288, 9-10=-1748/283, 10-11=-838/152, 11-12=-1876/189, 2-22=-625/104 BOT CHORD 21-22=-345/2666, 20-21=-345/2666, 19-20=-293/2625, 18-19=-311/2477, 15-16=-224/1926, 14-15=-224/1926, 13-14=-16/765 WEBS 4-20=0/297, 4-19=-769/148, 5-19=-111/1142, 6-19=-713/186, 16-18=-245/1930, 8-18=-134/837, 8-16=-342/165, 8-14=-1023/195, 9-14=0/517, 10-14=-124/792, 10-13=-1385/171, 11-13=-129/1655, 3-22=-2278/380 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T14 Truss Type Piggyback Base Qty 3 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440766 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-K0CGTLeL?vY_x3RB7H9ittLubGQjtNHXyWQA3hzDZpL Scale = 1:115.4 12 3 4 5 6 7 8 9 10 11 12 13262524 23 22 21 20 19 18 17 16 15 14 5x6 5x6 3x6 5x10 MT18HS 5x8 3x8 MT18HS 4x6 3x6 3x6 3x6 3x8 3x8 3x12 6x10 4x8 3x12 5x8 10x10 3x8 10x10 4x6 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- 1 1 - 0 6- 5 - 0 9- 6 - 1 4- 7 - 1 5 11 - 6 - 1 0- 1 1 - 0 2- 0 - 0 11 - 6 - 1 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [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], [22:0-7-8,0-4-0], [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) 0.72 0.66 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.61 0.18 (loc) 24-26 24-26 14 l/defl >999 >930 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 287 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-26,22-25: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-24,4-24,4-23,10-16,11-16,11-15,3-26,11-14: 2x3 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: 3-11-5 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=2231/0-3-8, 26=1958/0-5-8, 14=435/0-3-8 Max Horz 26=-194(LC 4) Max Uplift15=-38(LC 4), 26=-88(LC 6), 14=-89(LC 7) Max Grav 15=2231(LC 1), 26=1958(LC 1), 14=471(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-925/13, 3-4=-3000/343, 4-5=-2656/374, 5-6=-2162/343, 6-7=-2465/370, 7-8=-2465/370, 8-9=-1355/303, 9-10=-1734/302, 10-11=-874/172, 11-12=-403/38, 2-26=-619/108, 12-14=-364/121 BOT CHORD 25-26=-212/2658, 24-25=-212/2658, 23-24=-157/2616, 22-23=-171/2465, 19-20=-107/1914, 18-19=-107/1914, 17-18=0/737, 16-17=0/737, 15-16=-1644/264, 14-15=-12/316 WEBS 4-24=0/299, 4-23=-767/147, 5-23=-111/1137, 6-23=-713/189, 20-22=-127/1912, 8-22=-99/842, 8-20=-341/134, 8-18=-1040/203, 9-18=-7/510, 10-18=-118/875, 10-16=-1460/186, 11-16=-252/2757, 11-15=-2771/372, 3-26=-2282/371 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) 15, 26, 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T15 Truss Type Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440767 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-K0CGTLeL?vY_x3RB7H9ittLrpGPEtOiXyWQA3hzDZpL Scale = 1:100.0 12 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 3x8 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 - 0 10 - 2 - 4 10 - 4 - 9 2- 8 - 6 10 - 2 - 4 8.00 12 Plate Offsets (X,Y)-- [5:0-4-9,Edge], [9:0-4-9,Edge], [20:0-2-8,0-2-0], [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) 0.90 0.76 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.67 0.18 (loc) 12-13 12-13 12 l/defl >999 >896 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 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* 4-20,2-20: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 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 Uplift21=-75(LC 6), 12=-54(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2797/243, 3-4=-2667/266, 4-5=-2565/327, 5-6=-2048/319, 6-7=-2479/361, 7-8=-2479/361, 8-9=-1807/292, 9-10=-2247/302, 10-11=-293/92, 11-12=-288/85, 2-21=-1989/236 BOT CHORD 20-21=-278/484, 19-20=-286/2225, 18-19=-304/2561, 17-18=-304/2561, 16-17=-304/2561, 15-16=-304/2561, 14-15=-258/2479, 13-14=-258/2479, 12-13=-79/1611 WEBS 5-19=-29/898, 6-19=-900/233, 6-16=0/345, 8-15=0/388, 8-13=-1108/237, 9-13=-26/758, 10-13=-122/423, 10-12=-2163/193, 2-20=-45/1754 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 21 = 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T16 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440768 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-K0CGTLeL?vY_x3RB7H9ittL?NGWEtaWXyWQA3hzDZpL Scale = 1:42.4 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 - 0 6- 5 - 0 0- 3 - 8 6- 1 - 8 6- 5 - 0 14.00 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) 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 Uplift4=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T17 Truss Type Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440769 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-oDmfghezmDgqZD0Oh_gxP5u6kgguct?gBAAkc7zDZpK Scale = 1:97.1 12 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 4x8 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 - 0 9- 2 - 0 0- 7 - 6 9- 2 - 0 8.00 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], [12:0-3-8,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) 0.57 0.99 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -1.05 0.07 (loc) 14-16 14-16 12 l/defl >999 >414 n/a L/d 240 180 n/a PLATES MT20 Weight: 263 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 2x4 SPF No.2 *Except* 3-21,3-20,11-14,11-13,2-21: 2x3 SPF No.2, 2-22: 2x4 SPF-S Stud WEDGE Right: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-6 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=400/0-5-8, 18=2679/0-3-8, 12=1276/0-5-8 Max Horz 22=216(LC 5) Max Uplift22=-80(LC 6), 18=-210(LC 5), 12=-51(LC 7) Max Grav 22=448(LC 10), 18=2679(LC 1), 12=1286(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-356/129, 3-4=-53/352, 4-5=-29/269, 5-6=0/688, 7-8=-857/195, 8-9=-857/195, 9-10=-1160/221, 10-11=-1493/214, 11-12=-1917/185, 2-22=-390/114 BOT CHORD 21-22=-204/277, 20-21=-106/331, 19-20=-688/182, 18-19=-688/182, 16-17=-125/640, 15-16=-120/1117, 14-15=-120/1117, 13-14=-67/1464, 12-13=-67/1464 WEBS 3-21=0/261, 3-20=-439/124, 4-20=-463/86, 5-20=-77/974, 6-18=-1592/183, 7-17=-1243/149, 7-16=0/764, 9-16=-580/125, 10-14=0/443, 11-14=-381/154, 5-18=-1143/167, 6-17=-74/1182 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=210. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T18 Truss Type Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440770 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-GPK1t0fbXWohANbaFiCAyIQFx44PLJnqPqvH8azDZpJ Scale = 1:112.3 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 3x6 5x10 MT18HS 3x6 5x10 MT18HS 3x6 12x12 3x6 3x6 5x8 3x8 3x6 4x8 4x6 3x6 3x8 3x6 2x4 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 - 0 11 - 6 - 0 0- 7 - 6 11 - 6 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-1-4], [10:0-6-0,0-1-8], [13:0-0-7,Edge], [21:0-1-12,0-3-0], [22:0-2-8,0-1-8], [23: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) 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: 290 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,12-14,2-22: 2x3 SPF No.2 WEDGE Right: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-4 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=470/0-5-8, 20=2576/0-3-8, 13=1309/0-5-8 Max Horz 23=271(LC 5) Max Uplift23=-89(LC 6), 20=-72(LC 5), 13=-66(LC 7) Max Grav 23=537(LC 10), 20=2576(LC 1), 13=1312(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-450/99, 4-5=-1/475, 5-6=0/352, 6-7=0/438, 7-8=-815/243, 8-9=-815/243, 9-10=-992/252, 10-11=-1190/240, 11-12=-1331/191, 12-13=-1933/188, 2-23=-464/134 BOT CHORD 22-23=-266/385, 21-22=-159/378, 20-21=-424/194, 19-20=-126/260, 18-19=-126/260, 17-18=-126/260, 16-17=-92/815, 15-16=-50/1468, 14-15=-50/1468, 13-14=-50/1468 WEBS 4-22=0/353, 4-21=-599/158, 5-21=-526/86, 6-21=-90/939, 7-20=-1547/176, 7-17=-90/1037, 9-17=-716/161, 9-16=-54/330, 10-16=0/336, 12-16=-583/178, 12-14=0/362, 6-20=-1069/76, 7-19=0/260 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 0%, joint 23 = 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) 23, 20, 13. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T19 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440771 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-GPK1t0fbXWohANbaFiCAyIQOY4BZLUaqPqvH8azDZpJ Scale = 1:34.2 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 - 0 5- 1 - 0 0- 3 - 8 4- 9 - 8 5- 1 - 0 14.00 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) 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 Uplift4=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T20 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440772 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-kbtP5MgDIqwYoXAmoPjPVWzZCTWW4y1zeUfqg0zDZpI Scale = 1:26.1 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 - 0 3- 9 - 0 0- 3 - 8 3- 5 - 8 3- 9 - 0 14.00 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) 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 Uplift4=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T21 Truss Type Half Hip Girder Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440773 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-kbtP5MgDIqwYoXAmoPjPVWzW_TaF4yrzeUfqg0zDZpI Scale = 1:17.9 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 - 0 2- 5 - 0 0- 3 - 8 2- 1 - 8 2- 5 - 0 14.00 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) 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 Uplift7=-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) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440774 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-CoRnIihr382PQhlzM7Ee1jWaRtqIpJn6t8OOCSzDZpH Scale = 1:85.8 12 3 4 5 10 9 8 7 6 6x10 5x12 4x8 3x6 3x6 4x6 3x4 5x12 3x8 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 - 0 12 - 0 - 0 2- 2 - 4 12 - 0 - 0 14.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-2], [3:0-6-4,0-1-0], [4:0-8-4,0-1-0], [5:0-2-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 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 >937 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 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 SP No.1 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 9-3-2 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 Uplift10=-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=-575/507, 2-10=-857/152, 5-6=-548/442 BOT CHORD 9-10=-395/428, 8-9=-395/428, 7-8=-128/424, 6-7=-55/409 WEBS 3-8=0/257, 4-7=-95/268, 2-8=-181/397, 4-6=-460/225 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440775 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-CoRnIihr382PQhlzM7Ee1jWaTtqEpM66t8OOCSzDZpH Scale = 1:85.9 12 3 4 5 6 11 10 9 8 7 6x10 4x10 3x6 3x4 4x6 4x8 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 - 0 12 - 0 - 0 1- 7 - 0 12 - 0 - 0 14.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-2], [3:0-6-4,0-1-0], [4:0-6-4,0-1-0], [5:0-6-0,0-2-2], [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) 0.73 0.50 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.02 (loc) 9-11 9-11 7 l/defl >999 >944 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* 2-11,5-7: 2x6 SP No.1 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 9-6-9 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 Uplift11=-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=-876/153 BOT CHORD 10-11=-371/451, 9-10=-371/451, 8-9=-105/437, 7-8=-177/355 WEBS 4-8=-66/250, 2-9=-179/397, 5-8=-184/400 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T24 Truss Type Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440776 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-h_?9W2hTqRAG1rK9wqltax2llH9rYodG6o8xlvzDZpG Scale = 1:91.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x4 4x6 8x8 3x4 3x6 3x8 4x6 3x4 4x6 3x6 5x8 5x8 3x4 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 - 0 12 - 1 1 - 0 1- 7 - 0 12 - 1 1 - 0 14.00 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) 0.69 0.54 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.02 (loc) 11-12 11-12 11 l/defl >999 >609 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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.): 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 Uplift15=-45(LC 6), 11=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-433/141, 3-4=-368/164, 4-5=-742/220, 5-6=-411/204, 6-7=-742/220, 7-8=-370/165, 8-9=-434/141, 2-15=-422/184, 9-11=-423/184 BOT CHORD 14-15=-163/487, 13-14=-163/487, 12-13=-35/410, 11-12=0/487 WEBS 5-13=-95/284, 6-12=-106/285, 4-15=-543/122, 7-11=-542/123 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T25 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440777 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-h_?9W2hTqRAG1rK9wqltax2rCHGsYswG6o8xlvzDZpG Scale: 1/2"=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 - 0 3- 4 - 8 0- 3 - 8 3- 1 - 0 3- 4 - 8 14.00 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) 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 Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T26 Truss Type Piggyback Base Qty 10 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440778 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-h_?9W2hTqRAG1rK9wqltax2kCHATYpMG6o8xlvzDZpG Scale = 1:85.9 12 3 4 5 6 11 10 9 8 7 6x10 4x10 3x6 3x4 4x6 4x8 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 - 0 12 - 0 - 0 1- 7 - 0 12 - 0 - 0 14.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-2], [3:0-6-4,0-1-0], [4:0-6-4,0-1-0], [5:0-6-0,0-2-2], [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) 0.73 0.50 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.02 (loc) 9-11 9-11 7 l/defl >999 >944 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* 2-11,5-7: 2x6 SP No.1 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 9-6-9 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 Uplift11=-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=-876/153 BOT CHORD 10-11=-371/451, 9-10=-371/451, 8-9=-105/437, 7-8=-177/355 WEBS 4-8=-66/250, 2-9=-179/397, 5-8=-184/400 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T27 Truss Type Half Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440779 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-9AZYjOi5blI7f_vLUYG668b3XhdiHJmPKStVHLzDZpF Scale = 1:26.4 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 - 0 3- 9 - 0 0- 3 - 8 3- 5 - 8 3- 9 - 0 14.00 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) 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 Uplift4=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T28 Truss Type Piggyback Base Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440780 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-dN7wxkjkM3Q_H8UY1FnLfM84r5oM0Y6ZZ6d2pnzDZpE Scale = 1:114.3 12 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 10x10 3x8 MT18HS 4x6 3x6 3x6 3x6 3x8 3x8 3x12 6x10 4x8 3x12 5x8 8x16 3x8 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 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- 1 1 - 0 6- 5 - 0 9- 6 - 1 4- 7 - 1 5 11 - 6 - 1 0- 1 1 - 7 2- 0 - 0 11 - 6 - 1 6.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [5:0-3-8,0-2-8], [9:0-6-0,0-1-8], [12:Edge,0-2-12], [14:0-2-8,Edge], [15:0-2-8,0-2-8], [19:0-3-8,0-1-8], [21:0-7-8,0-4-0], [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) 0.72 0.66 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.61 0.18 (loc) 23-25 23-25 13 l/defl >999 >931 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 285 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 24-25,21-24: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-23,4-23,4-22,10-15,11-15,11-14,3-25,11-13: 2x3 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: 3-11-11 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=2238/0-3-8, 25=1958/0-5-8, 13=354/0-4-3 Max Horz 25=-184(LC 4) Max Uplift14=-41(LC 4), 25=-88(LC 6), 13=-46(LC 7) Max Grav 14=2238(LC 1), 25=1958(LC 1), 13=392(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-925/13, 3-4=-2998/343, 4-5=-2654/374, 5-6=-2161/343, 6-7=-2463/371, 7-8=-2463/371, 8-9=-1353/297, 9-10=-1732/295, 10-11=-869/160, 11-12=-402/54, 2-25=-619/108, 12-13=-306/78 BOT CHORD 24-25=-227/2657, 23-24=-227/2657, 22-23=-172/2615, 21-22=-187/2464, 18-19=-120/1912, 17-18=-120/1912, 16-17=0/733, 15-16=0/733, 14-15=-1627/248, 13-14=-27/310 WEBS 4-23=0/299, 4-22=-767/147, 5-22=-111/1136, 6-22=-712/189, 19-21=-140/1910, 8-21=-103/842, 8-19=-340/137, 8-17=-1041/203, 9-17=-3/508, 10-17=-121/879, 10-15=-1462/191, 11-15=-258/2741, 11-14=-2761/380, 3-25=-2281/371 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) 14, 25, 13. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T29 Truss Type Common Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440781 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-dN7wxkjkM3Q_H8UY1FnLfM86c5rL0eJZZ6d2pnzDZpE Scale = 1:98.2 1 2 3 4 5 6 7 12 11 10 9 8 5x8 4x6 3x4 3x4 3x4 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 - 0 12 - 7 - 1 1 1- 7 - 0 14.00 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) 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 Uplift12=-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, 4-5=-314/176, 5-6=-377/154, 1-12=-336/41, 6-8=-391/193 BOT CHORD 11-12=-281/361, 10-11=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss T33 Truss Type Hip Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440782 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-5ZhI84kM7MYruI3kbyIaCZgGdUB4lABiomMbLDzDZpD Scale = 1:91.2 1 2 3 4 5 11 10 8 7 69 5x12 6x8 6x8 3x6 3x4 4x6 4x6 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 - 0 12 - 0 - 1 4 1- 7 - 0 12 - 0 - 1 4 14.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [3:0-3-15,Edge], [4:0-6-0,0-2-2], [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) 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 >502 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-11,4-6: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 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 8-3-12 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 Uplift11=-82(LC 7), 6=-66(LC 7), 9=-51(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=-310/232, 3-4=-675/163, 1-11=-623/121, 4-6=-695/162 BOT CHORD 10-11=-386/414, 9-10=-386/414, 8-9=-386/414, 7-8=-30/310, 6-7=-149/361 WEBS 2-8=-404/422, 3-7=-296/401, 1-8=-192/373, 4-7=-218/349 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG01 Truss Type Common Girder Qty 1 Ply 3 33 Heritage at Spring Mill Job Reference (optional) I33440783 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-5ZhI84kM7MYruI3kbyIaCZgFkU8rl3oiomMbLDzDZpD Scale = 1:71.3 1 2 34 7 6 58 9 10 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 - 0 9- 1 - 7 1- 7 - 0 14.00 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) 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=9034/0-3-8, 5=4749/0-3-8 Max Horz 7=-246(LC 3) Max Uplift7=-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=-5373/1455, 2-3=-5374/1455, 1-7=-4303/1246, 3-5=-5014/1279 BOT CHORD 7-8=-451/2784, 8-9=-451/2784, 9-10=-451/2784, 6-10=-451/2784 WEBS 2-6=-2048/7583, 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, 1986 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 Concentrated Loads (lb) Vert: 7=-1996(B) 6=-4759(B) 8=-1986(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 33 Heritage at Spring Mill Job Reference (optional) I33440784 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZlFgLQl_uggiWSew9gqpknDWiud4UeJs0P69ugzDZpC Scale = 1:32.6 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 - 0 4- 0 - 3 4- 2 - 8 1- 1 - 0 4- 0 - 3 8.00 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) 0.37 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 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=797/0-3-8, 5=951/0-3-8 Max Horz 8=-95(LC 3) Max Uplift8=-278(LC 5), 5=-245(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-933/390, 2-9=-783/359, 9-10=-783/359, 10-11=-783/359, 3-11=-783/359, 3-12=-924/383, 4-12=-1051/345, 1-8=-676/272, 4-5=-808/249 BOT CHORD 8-13=-141/282, 13-14=-141/282, 14-15=-141/282, 15-16=-141/282, 7-16=-141/282, 7-17=-333/726, 17-18=-333/726, 18-19=-333/726, 19-20=-333/726, 6-20=-333/726, 6-21=-83/346, 21-22=-83/346, 22-23=-83/346, 23-24=-83/346, 5-24=-83/346 WEBS 2-7=-115/282, 3-6=-128/296, 1-7=-284/470, 4-6=-297/447 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=278, 5=245. 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, 33 lb down and 72 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 33 lb down and 72 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 33 Heritage at Spring Mill Job Reference (optional) I33440784 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:37 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZlFgLQl_uggiWSew9gqpknDWiud4UeJs0P69ugzDZpC 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=-33(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=-33(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 33_HERITAGE_AT_SPRIN~L Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440785 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-ZlFgLQl_uggiWSew9gqpknDZXuejUfGs0P69ugzDZpC Scale = 1:18.1 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 - 0 2- 3 - 3 2- 5 - 0 2- 3 - 3 14.00 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) 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 Uplift5=-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) 37 lb down and 135 lb up at 0-8-9 on top chord, and 3 lb down and 38 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(B) 6=7(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440786 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-1yp2Zmlce_oZ8cC6jNL2H_mkHI_yD5W?F3riQ6zDZpB Scale = 1:18.1 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 - 0 2- 3 - 3 2- 5 - 0 2- 3 - 3 14.00 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) 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 Uplift5=-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) 37 lb down and 135 lb up at 0-8-9 on top chord, and 3 lb down and 38 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) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG05 Truss Type Common Girder Qty 1 Ply 2 33 Heritage at Spring Mill Job Reference (optional) I33440787 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-1yp2Zmlce_oZ8cC6jNL2H_mkMIzrD4Q?F3riQ6zDZpB Scale = 1:33.7 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 - 0 4- 0 - 8 1- 1 - 0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.10 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 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 Uplift6=-99(LC 5), 4=-103(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-653/142, 2-7=-595/152, 2-8=-536/152, 8-9=-595/152, 3-9=-653/142, 1-6=-549/120, 3-4=-549/120 WEBS 2-5=-90/420, 1-5=-98/503, 3-5=-101/503 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) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440788 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-V8MQm5mEPHwQlmnJG5sHpCImSiGAyVT8UjbGyYzDZpA Scale: 3/8"=1' 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 - 0 4- 1 - 1 5 4- 4 - 4 1- 1 - 0 4- 1 - 1 5 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [2:0-2-0,0-3-4], [4:Edge,0-8-2] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.74 0.29 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: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 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 (5-7-14 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 Uplift8=-473(LC 5), 5=-487(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1286/558, 2-9=-1033/512, 9-10=-1033/512, 3-10=-1033/512, 3-4=-1297/562, 1-8=-886/373, 4-5=-892/375 BOT CHORD 8-11=-257/540, 11-12=-257/540, 12-13=-257/540, 13-14=-257/540, 7-14=-257/540, 7-15=-458/1022, 15-16=-458/1022, 16-17=-458/1022, 6-17=-458/1022, 6-18=-211/541, 18-19=-211/541, 19-20=-211/541, 20-21=-211/541, 5-21=-211/541 WEBS 2-7=-217/431, 3-6=-260/502, 1-7=-299/501, 4-6=-311/510 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=473, 5=487. 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 69 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 69 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440788 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:39 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-V8MQm5mEPHwQlmnJG5sHpCImSiGAyVT8UjbGyYzDZpA 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 33_HERITAGE_AT_SPRIN~L Truss TG07 Truss Type Half Hip Girder Qty 2 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440789 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-V8MQm5mEPHwQlmnJG5sHpCIv1iK5yYm8UjbGyYzDZpA Scale = 1:18.1 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 - 0 2- 3 - 3 2- 5 - 0 2- 3 - 3 14.00 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) 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=135/0-3-8 Max Horz 7=75(LC 4) Max Uplift5=-60(LC 4), 7=-66(LC 5) Max Grav 5=60(LC 10), 7=135(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) 37 lb down and 137 lb up at 0-8-9 on top chord, and 3 lb down and 38 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(B) 6=7(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 2 33 Heritage at Spring Mill Job Reference (optional) I33440790 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-SWUBBnoUxvB8?3xhOWulvdO6IVndQEtRx14M1RzDZp8 Scale = 1:90.7 12 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 6x8 3x6 3x4 6x8 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 - 0 8- 7 - 1 0 8- 9 - 1 5 8- 7 - 1 0 8.00 12 Plate Offsets (X,Y)-- [4:0-4-9,Edge], [10:0-3-8,0-3-0], [12:Edge,0-4-4], [13:0-3-8,0-3-0], [20:0-3-8,0-2-0], [21:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.99 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.52 -0.80 0.15 (loc) 15-17 15-17 12 l/defl >999 >750 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 No.1 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 4-4-3 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 9-1-6 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 4) Max Uplift12=-2349(LC 3), 21=-1778(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6356/2596, 3-4=-6082/2713, 4-5=-5086/2326, 5-6=-6879/3236, 6-7=-6879/3236, 7-8=-6940/3400, 8-9=-3958/2001, 9-10=-3958/2001, 2-21=-4280/1698 BOT CHORD 21-22=-611/1163, 22-23=-611/1163, 20-23=-611/1163, 20-24=-2277/5190, 24-25=-2277/5190, 19-25=-2277/5190, 19-26=-3265/6879, 26-27=-3265/6879, 18-27=-3265/6879, 18-28=-3265/6879, 17-28=-3265/6879, 17-29=-3362/7066, 29-30=-3362/7066, 16-30=-3362/7066, 16-31=-3362/7066, 31-32=-3362/7066, 32-33=-3362/7066, 33-34=-3362/7066, 15-34=-3362/7066, 15-35=-2912/6087, 35-36=-2912/6087, 14-36=-2912/6087, 14-37=-2912/6087, 37-38=-2912/6087, 38-39=-2912/6087, 39-40=-2912/6087, 13-40=-2912/6087, 13-41=-1925/3958, 41-42=-1925/3958, 42-43=-1925/3958, 43-44=-1925/3958, 12-44=-1925/3958 WEBS 3-19=-251/357, 4-19=-1387/2901, 5-19=-2734/1508, 5-17=-890/1488, 7-17=-340/246, 7-15=-296/263, 8-15=-1011/2013, 8-13=-3116/1451, 10-13=-1816/3612, 10-12=-5679/2767, 2-20=-1724/4063 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=1778. 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 2 33 Heritage at Spring Mill Job Reference (optional) I33440790 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:41 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-SWUBBnoUxvB8?3xhOWulvdO6IVndQEtRx14M1RzDZp8 NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 77 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 33_HERITAGE_AT_SPRIN~L Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440791 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-SWUBBnoUxvB8?3xhOWulvdO9fVz0QSFRx14M1RzDZp8 Scale = 1:20.8 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 - 0 2- 5 - 0 14.00 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) 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 Uplift5=-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) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG10 Truss Type HALF HIP GIRDER Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440792 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-wj2ZP7o7iCJ_cDWuyDP_RqwEVvDr9hwbAhpwZtzDZp7 Scale: 1/8"=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 - 0 6- 1 0 - 0 8.00 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], [23:0-3-12,0-6-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.95 0.55 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.31 -0.42 0.08 (loc) 15-17 15-17 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 321 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *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 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-7 max.): 3-13. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-21, 4-20, 7-20, 8-18, 10-15, 2-22 2 Rows at 1/3 pts 11-14 REACTIONS.(lb/size) 14=1986/0-5-8, 23=543/0-5-8, 20=3841/0-3-8 Max Horz 23=204(LC 4) Max Uplift14=-1217(LC 3), 23=-150(LC 5), 20=-2170(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-321/91, 3-27=-329/579, 27-28=-329/579, 4-28=-329/579, 4-29=-735/1223, 5-29=-735/1223, 5-30=-735/1223, 30-31=-735/1223, 6-31=-735/1223, 6-32=-735/1223, 7-32=-735/1223, 7-33=-1228/651, 33-34=-1228/651, 34-35=-1228/651, 35-36=-1228/651, 8-36=-1228/651, 8-37=-2390/1487, 37-38=-2390/1487, 38-39=-2390/1487, 9-39=-2390/1487, 9-40=-2390/1487, 10-40=-2390/1487, 10-41=-1910/1264, 41-42=-1910/1264, 42-43=-1910/1264, 11-43=-1910/1264, 13-14=-309/260, 2-23=-395/155 BOT CHORD 23-47=-303/618, 47-48=-303/618, 48-49=-303/618, 49-50=-303/618, 22-50=-303/618, 21-53=-579/453, 20-53=-579/453, 20-54=-382/625, 54-55=-382/625, 19-55=-382/625, 19-56=-382/625, 56-57=-382/625, 18-57=-382/625, 18-58=-1242/2051, 58-59=-1242/2051, 59-60=-1242/2051, 60-61=-1242/2051, 17-61=-1242/2051, 17-62=-1553/2476, 16-62=-1553/2476, 16-63=-1553/2476, 63-64=-1553/2476, 64-65=-1553/2476, 15-65=-1553/2476, 15-66=-1216/1910, 66-67=-1216/1910, 67-68=-1216/1910, 14-68=-1216/1910 WEBS 3-22=-171/560, 3-21=-1141/597, 4-20=-1356/883, 7-20=-2676/1576, 7-18=-729/1479, 8-18=-1413/1050, 8-17=-399/653, 10-17=-200/260, 10-15=-747/445, 11-15=-343/956, 11-14=-2409/1511, 2-22=-478/243, 4-21=-491/840, 5-20=-405/311 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=1217, 23=150, 20=2170. 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 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss TG10 Truss Type HALF HIP GIRDER Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440792 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:43 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-OvcxcTplTWRrEN54VxwD_2TPFJZ4u8AkPLZT5JzDZp6 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 33_HERITAGE_AT_SPRIN~L Truss V01 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440793 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-OvcxcTplTWRrEN54VxwD_2Ta1Ja6uNokPLZT5JzDZp6 Scale = 1:17.0 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 - 4 1- 1 0 - 0 0- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 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 Uplift1=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V02 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440794 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-OvcxcTplTWRrEN54VxwD_2TcdJe1uNokPLZT5JzDZp6 Scale = 1:11.3 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 - 4 1- 4 - 0 0- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 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 Uplift1=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V03 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440795 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-s5AJppqNEpZisXgG3eSSWF0kfj0DdmTtd?I1dmzDZp5 Scale = 1:70.2 1 2 3 4 7 6 55x6 3x4 2x4 2x4 5x6 2x4 2x4 9-9-0 9-9-0 6-8-12 6-8-12 9-9-0 3-0-4 0- 8 - 5 8- 6 - 8 5- 0 - 3 14.00 12 Plate Offsets (X,Y)-- [3:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.10 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-7: 2x3 SPF No.2 WEDGE Left: 2x6 SP 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 9-9-0. (lb) - Max Horz 1=253(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-173(LC 4), 5=-102(LC 7), 7=-219(LC 6) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=266(LC 5), 6=284(LC 4), 7=311(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-330/257 WEBS 3-6=-255/157, 2-7=-233/276 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=173 , 5=102, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V04 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440796 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-s5AJppqNEpZisXgG3eSSWF0kNj09dnCtd?I1dmzDZp5 Scale = 1:59.9 1 2 3 4 7 6 52x4 2x4 2x4 2x4 4x6 2x4 2x4 8-11-9 8-11-9 5-11-5 5-11-5 8-11-9 3-0-4 0- 3 - 5 7- 2 - 8 3- 8 - 3 14.00 12 Plate Offsets (X,Y)-- [3: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) 0.28 0.11 0.25 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: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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=205(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-150(LC 4), 5=-107(LC 7), 7=-213(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=269(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=-277/217 WEBS 2-7=-246/295 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=150 , 5=107, 7=213. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V05 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440797 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-s5AJppqNEpZisXgG3eSSWF0d4j?4doStd?I1dmzDZp5 Scale = 1:50.0 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 - 4 5- 1 0 - 8 2- 4 - 3 14.00 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) 0.75 0.18 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-3: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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=180/8-0-11, 4=102/8-0-11, 5=329/8-0-11 Max Horz 1=158(LC 5) Max Uplift1=-72(LC 7), 4=-98(LC 7), 5=-63(LC 5) Max Grav 1=180(LC 10), 4=102(LC 1), 5=329(LC 1) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V06 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440798 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-KIki19r??7hZThFTdLzh3TYtZ7KUMGs1sf2aACzDZp4 Scale = 1:38.7 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 - 4 4- 6 - 8 1- 0 - 3 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.45 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 Uplift1=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V07 Truss Type GABLE Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440799 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-KIki19r??7hZThFTdLzh3TYwE7L?MHx1sf2aACzDZp4 Scale = 1:28.4 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 - 4 3- 2 - 8 0- 0 - 4 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 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 Uplift1=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V08 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440800 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:8EosPRnWsR53hSkrGs2vMzzRp46-KIki19r??7hZThFTdLzh3TYyV7LbMHI1sf2aACzDZp4 Scale = 1:14.7 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 - 4 1- 1 0 - 8 0- 0 - 4 14.00 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) 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 Uplift1=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V09 Truss Type Roof Special Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440801 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1c39Anufg6iOgIdGsVDFmMzDa2W-oUH4EVsdmRpQ5qqfB3Uwcg5__Wed5hZA5Jn7iezDZp3 Scale = 1:86.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x4 3x6 4x6 3x6 3x8 3x4 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 - 9 11 - 2 - 1 3 1- 5 - 5 11 - 2 - 1 3 14.00 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) 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, 12-13=-203/276, 11-12=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V10 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440802 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1c39Anufg6iOgIdGsVDFmMzDa2W-oUH4EVsdmRpQ5qqfB3Uwcg51jWfs5fcA5Jn7iezDZp3 Scale = 1:101.2 1 2 3 4 5 6 13 12 11 10 9 8 7 2x4 3x4 4x6 3x12 5x6 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- 1 0 - 9 12 - 1 0 - 3 1- 1 - 5 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [6:Edge,0-2-8], [11:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.48 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, 11-12=-254/312, 10-11=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V11 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440803 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1c39Anufg6iOgIdGsVDFmMzDa2W-GgrSSqsFXkxHj_Orkm?98ueFUw1nq7kKKzXhE5zDZp2 Scale = 1:90.9 1 2 3 4 5 6 13 12 11 10 9 8 7 2x4 2x4 4x6 3x8 5x6 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 - 9 11 - 6 - 3 0- 9 - 5 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [11:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 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, 11-12=-228/274, 10-11=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V12 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440804 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1c39Anufg6iOgIdGsVDFmMzDa2W-GgrSSqsFXkxHj_Orkm?98ueHOw2Yq94KKzXhE5zDZp2 Scale = 1:80.0 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 - 9 10 - 2 - 3 0- 5 - 5 14.00 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) 0.17 0.13 0.17 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: 65 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* 3-7: 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 3-7 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=-175(LC 5), 8=-207(LC 6), 6=-240(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=399(LC 6), 8=299(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=-114/293, 3-4=-123/299, 4-5=-302/306 WEBS 3-7=-344/91, 4-6=-272/269 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=175, 8=207, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V13 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440805 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1c39Anufg6iOgIdGsVDFmMzDa2W-GgrSSqsFXkxHj_Orkm?98ueHSw21qAPKKzXhE5zDZp2 Scale = 1:70.8 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- 1 0 - 9 8- 1 0 - 3 0- 0 - 4 14.00 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) 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: 57 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* 3-7: 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 3-7 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=-216(LC 6), 6=-200(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5, 7 except 8=298(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=216, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V14 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440806 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1c39Anufg6iOgIdGsVDFmMzDa2W-ktPqfAttI238K8z1IUWOh5ASJKNKZceTYdGEnXzDZp1 Scale = 1:60.2 1 2 3 4 5 8 7 63x4 4x6 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 - 4 7- 6 - 3 0- 0 - 4 14.00 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) 0.16 0.09 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 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 12-10-3. (lb) - Max Horz 1=-174(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-172(LC 6), 6=-172(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=287(LC 10), 6=287(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=172, 6=172. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V15 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440807 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1c39Anufg6iOgIdGsVDFmMzDa2W-ktPqfAttI238K8z1IUWOh5ANmKKJZcfTYdGEnXzDZp1 Scale = 1:49.8 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 - 4 6- 2 - 3 0- 0 - 4 14.00 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) 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 Uplift1=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V16 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440808 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1c39Anufg6iOgIdGsVDFmMzDa2W-ktPqfAttI238K8z1IUWOh5ANvKMHZdyTYdGEnXzDZp1 Scale = 1:41.7 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 - 4 4- 1 0 - 3 0- 0 - 4 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.50 0.16 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: 23 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=195/8-3-6, 3=195/8-3-6, 4=231/8-3-6 Max Horz 1=-110(LC 4) Max Uplift1=-34(LC 7), 3=-29(LC 6) Max Grav 1=195(LC 1), 3=195(LC 1), 4=239(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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 Job 33_HERITAGE_AT_SPRIN~L Truss V17 Truss Type Valley Qty 1 Ply 1 33 Heritage at Spring Mill Job Reference (optional) I33440809 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed May 23 16:01:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1c39Anufg6iOgIdGsVDFmMzDa2W-D3zCtWuW3MB?yIYEsB1dDJjaUkiUI5qdnH0nJzzDZp0 Scale = 1:30.8 1 2 3 4 2x4 3x4 2x4 2x4 0-0-3 0-0-3 6-0-6 6-0-2 3-0-3 3-0-3 6-0-6 3-0-3 0- 0 - 4 3- 6 - 3 0- 0 - 4 14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 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=139/5-11-15, 3=139/5-11-15, 4=169/5-11-15 Max Horz 1=-79(LC 4) Max Uplift1=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 24,2018 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .