Loading...
HomeMy WebLinkAboutI35567274.658_West_Clay_NorthlakeRe: 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). Pages or sheets covered by this seal: I35567274 thru I35567324 My license renewal date for the state of Indiana is July 31, 2020. 658_West_Clay_Northlake 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: 658 West Clay Northlake 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. December 12,2018 Liu, Xuegang Job 658_WEST_CLAY_NORTHL~E Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567274 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-1k8eXMpiRx2TxPv?OClveIYy3tvAR9Or87obS6y9h1M Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 51 50 49 48 47 46 45 44 43 4241 40 39 38 37 36 35 34 33 32 31 30 29 28 3x4 3x6 3x6 3x6 3x6 5x6 3x6 41-11-0 41-11-0 -1-0-0 1-0-0 16-4-8 16-4-8 25-6-8 9-2-0 41-11-0 16-4-8 42-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [12:0-4-8,0-2-8], [17:0-4-4,0-2-4], [51:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.13 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 27 27 28 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 255 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* 17-37,16-38,15-39,14-40,13-41,11-43,18-35: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-17. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-37, 16-38, 15-39, 14-40, 13-41, 11-43, 10-44, 9-45, 18-35, 19-34 REACTIONS.All bearings 41-11-0. (lb) - Max Horz 51=-284(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28, 38, 39, 40, 41, 44, 45, 46, 47, 48, 49, 35, 34, 33, 32, 31, 30 except 51=-191(LC 4), 50=-167(LC 5), 29=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 51, 28, 37, 38, 39, 40, 41, 43, 44, 45, 46, 47, 48, 49, 50, 35, 34, 33, 32, 31, 30, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-36/303, 11-12=-38/272, 12-13=-4/275, 13-14=-4/275, 14-15=-4/275, 15-16=-4/275, 16-17=-4/275, 17-18=-41/312, 18-19=-37/267 NOTES-(13-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 38, 39, 40, 41, 44, 45, 46, 47, 48, 49, 35, 34, 33, 32, 31, 30 except (jt=lb) 51=191, 50=167, 29=101. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss GE01A Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567275 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-Vwi1liqKCFAKZZUBywG8BW59lHGuAc5_NnY9?Yy9h1L Scale = 1:52.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 4x6 3x6 22-3-0 22-3-0 11-1-8 11-1-8 22-3-0 11-1-8 23-3-0 1-0-0 1-1-08-6-01-1-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.10 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 14 14 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 97 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* 13-15: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-21 REACTIONS.All bearings 22-3-0. (lb) - Max Horz 28=-211(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 25, 26, 20, 19, 18, 17 except 28=-121(LC 4), 15=-126(LC 5), 27=-113(LC 5), 16=-126(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 15, 21, 22, 23, 25, 26, 27, 20, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 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) All plates are 2x4 MT20 unless otherwise indicated. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 25, 26, 20, 19, 18, 17 except (jt=lb) 28=121, 15=126, 27=113, 16=126. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss GE01B Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567276 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-RJqnANraksQ2osea3KJcGxAIQ5nQeMkHq41F3Qy9h1J Scale = 1:86.7 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 13 12 11 23 24 25 26 53 54 55 14 3x8 5x8 6x8 3x8 3x4 3x6 3x6 3x6 3x6 4x8 3x6 4x6 4x6 6x8 5x6 3x8 3x8 3x8 3x6 6x16 3x4 3x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 23-11-8 7-7-0 31-6-8 7-7-0 37-11-0 6-4-8 39-7-8 1-8-8 47-11-0 8-3-8 8-3-8 8-3-8 16-4-8 8-1-0 23-11-8 7-7-0 31-6-8 7-7-0 39-7-8 8-1-0 47-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-5-12,0-2-0], [7:0-5-12,0-2-0], [10:Edge,0-1-12], [12:0-2-8,0-2-0], [16:0-2-12,0-1-8], [21:0-2-0,0-1-8], [22:0-1-12,0-1-8], [45:0-0-4 ,0-0-7] 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-SH 0.99 0.80 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.36 0.08 (loc) 17-19 19-21 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 293 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2,9-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-19,4-19,4-17,6-17,7-17,7-16,8-16: 2x4 SPF No.2 1-22,10-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 3-19, 4-17, 17-23, 8-12, 10-12 JOINTS 1 Brace at Jt(s): 23, 24, 25, 26 REACTIONS.All bearings 10-3-8 except (jt=length) 22=0-3-8, 14=0-3-8. (lb) - Max Horz 22=281(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 22, 11 except 13=-504(LC 2) Max Grav All reactions 250 lb or less at joint(s) 11 except 22=1787(LC 1), 12=2355(LC 1), 14=356(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2500/202, 3-4=-1994/267, 4-5=-1538/283, 5-6=-1252/221, 6-7=-1232/219, 7-8=-1148/195, 8-10=-86/378, 1-22=-1715/156 BOT CHORD 21-22=-277/350, 19-21=-197/1979, 17-19=-150/1538, 16-17=-91/1147, 12-13=-258/83 WEBS 3-19=-570/180, 4-19=-17/666, 17-23=-351/183, 6-23=-363/183, 17-24=-110/811, 7-24=-110/811, 16-25=-501/130, 7-25=-496/128, 16-26=-76/1274, 8-26=-76/1275, 8-12=-1999/217, 1-21=-12/1691, 10-12=-406/119, 5-23=-366/116, 23-24=-387/111, 24-25=-403/107, 25-26=-397/106, 13-26=-404/105 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 11 except (jt=lb) 13=504. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss GE01B Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567276 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:14 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-RJqnANraksQ2osea3KJcGxAIQ5nQeMkHq41F3Qy9h1J 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 658_WEST_CLAY_NORTHL~E Truss GE01C Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567277 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-vVO9NjsCVAYuQ0Dmd2qrp8ie5UH6NzNR3kmpbty9h1I Scale = 1:77.6 1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 47 46 45 44 43 42 41 40 39 3837 36 35 34 33 32 31 30 29 28 27 26 3x4 3x6 3x6 3x6 3x6 5x6 3x6 37-11-0 37-11-0 -1-0-0 1-0-0 16-4-8 16-4-8 21-6-8 5-2-0 37-11-0 16-4-8 38-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [12:0-4-8,0-2-8], [15:0-4-4,0-2-4], [47:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.13 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 25 25 26 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 220 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* 15-35,14-36,13-37,11-39,16-33: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-35, 14-36, 13-37, 11-39, 10-40, 9-41, 16-33, 17-32 REACTIONS.All bearings 37-11-0. (lb) - Max Horz 47=-284(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 36, 37, 40, 41, 42, 43, 44, 45, 33, 32, 31, 30, 29, 28, 27 except 47=-191(LC 4), 46=-165(LC 5) Max Grav All reactions 250 lb or less at joint(s) 47, 26, 35, 36, 37, 39, 40, 41, 42, 43, 44, 45, 46, 33, 32, 31, 30, 29, 28, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-36/306, 11-12=-38/274, 12-13=-4/278, 13-14=-4/278, 14-15=-4/278, 15-16=-41/315, 16-17=-37/271 NOTES-(13-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 36, 37, 40, 41, 42, 43, 44, 45, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 47=191, 46=165. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss GE01D Truss Type Common Supported Gable Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567278 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-NixXa3tqGUgl2AozBlL4LMFqruef6OkaIOWM8Jy9h1H Scale = 1:45.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 2x4 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-7-0 11-7-0 -1-0-0 1-0-0 5-9-8 5-9-8 11-7-0 5-9-8 1-5-07-2-81-5-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.11 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-9: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-7-0. (lb) - Max Horz 15=190(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 13, 11 except 15=-134(LC 4), 14=-141(LC 5), 10=-112(LC 7) Max Grav All reactions 250 lb or less at joint(s) 15, 9, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-263/0 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 13, 11 except (jt=lb) 15=134, 14=141, 10=112. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss GE01F Truss Type Common Supported Gable Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567279 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-ruVwoPuT1nocfKN9lTsJuZo1XI_vruEjX2Fwgly9h1G Scale = 1:40.4 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 4x6 3x6 20-11-0 20-11-0 -1-0-0 1-0-0 10-5-8 10-5-8 20-11-0 10-5-8 21-11-0 1-0-0 0-11-06-1-120-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.04 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -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: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-11-0. (lb) - Max Horz 25=66(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 21, 22, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 21, 22, 23, 24, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 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) All plates are 2x4 MT20 unless otherwise indicated. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 21, 22, 23, 24, 18, 17, 16, 15. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) 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. December 12,2018 Job 658_WEST_CLAY_NORTHLAKE Truss GE01G Truss Type PIGGYBACK BASE STRUC Gable l Gable COMMON l le l Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567280 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:29:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-6mlSPLgrKCopMFqCEPSEXeH2qS1tplRCx27AdHy9gzV Scale = 1:88.3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 132227 28 29 30 31 3x6 6x8 6x8 3x6 4x10 3x6 8x8 3x8 3x6 2x4 3x6 3x6 2x4 3x8 3x6 3x6 4x6 3x6 6x8 3x6 3x6 7-0-0 7-0-0 8-10-4 1-10-4 17-4-8 8-6-4 24-11-8 7-7-0 32-6-8 7-7-0 40-7-8 8-1-0 48-11-0 8-3-8 5-2-3 5-2-3 11-8-6 6-6-2 17-4-8 5-8-2 24-11-8 7-7-0 32-6-8 7-7-0 40-7-8 8-1-0 48-11-0 8-3-8 49-11-0 1-0-0 0-5-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:0-6-11,0-1-12], [1:0-6-11,0-2-0], [6:0-4-0,0-1-9], [8:0-4-8,0-1-12], [11:0-3-8,Edge], [14:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.80 0.90 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.79 0.17 (loc) 19-21 19-21 13 l/defl >999 >631 n/a L/d 240 180 n/a PLATES MT20 Weight: 243 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,5-21,5-19,9-14,11-14: 2x3 SPF No.2 SLIDER Left 2x10 SP No.1 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-5 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-21, 5-19, 6-17, 7-17, 8-17, 9-16 REACTIONS.(lb/size) 1=1897/7-3-8, 13=2302/0-3-8, 22=475/0-3-8 Max Horz 1=-282(LC 4) Max Uplift 1=-60(LC 6), 13=-93(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1671/87, 2-3=-3078/270, 3-4=-2934/252, 4-5=-2834/280, 5-6=-2696/330, 6-7=-2402/333, 7-8=-2402/333, 8-9=-2733/315, 9-10=-2940/248, 10-11=-3184/219, 11-13=-2219/224 BOT CHORD 1-22=-207/2511, 21-22=-207/2511, 21-27=-155/2357, 27-28=-155/2357, 20-28=-155/2357, 19-20=-155/2357, 18-19=-111/2163, 18-29=-111/2163, 17-29=-111/2163, 17-30=0/2160, 16-30=0/2160, 15-16=-53/2535, 15-31=-53/2535, 14-31=-53/2535, 13-14=-65/528 WEBS 5-19=-363/185, 6-19=-51/725, 6-17=-186/576, 7-17=-506/217, 8-17=-199/595, 8-16=-14/633, 9-16=-495/176, 11-14=0/2019 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 11 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 1 and 93 lb uplift at joint 13. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567281 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-oHdgD5vjZP3KvdXYsuunz_tMX6f1Jn20_Mk0ley9h1E Scale = 1:41.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-8 16-0-8 -1-0-0 1-0-0 8-0-8 8-0-8 16-0-8 8-0-0 17-1-0 1-0-8 1-1-06-5-51-1-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-0-8. (lb) - Max Horz 21=-155(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 21, 12, 17, 18, 20, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 21, 12, 16, 17, 18, 20, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12, 17, 18, 20, 15, 14, 13. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss GE03 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567282 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-GTB2QRwLKiBBWn5kQbQ0WCQXNV0L2GvAD0UaH4y9h1D Scale = 1:25.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-1-8 14-1-8 -1-0-0 1-0-0 7-0-12 7-0-12 14-1-8 7-0-12 15-1-8 1-0-0 0-7-52-11-90-7-54.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-10], [10:0-1-14,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.07 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-8. (lb) - Max Horz 2=27(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 15, 16, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 14, 15, 16, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 15, 16, 13, 12. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss M01 Truss Type Monopitch Qty 7 Ply 1 658 West Clay Northlake Job Reference (optional) I35567283 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-kflQenxz50J28xgw_JxF2PyhjvLZnjbJRgD7pWy9h1C Scale = 1:21.8 1 2 3 5 4 2x4 2x4 2x4 2x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-1-03-9-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=139/Mechanical, 5=229/0-3-8 Max Horz 5=110(LC 5) Max Uplift 4=-34(LC 5), 5=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss M03 Truss Type Monopitch Qty 2 Ply 1 658 West Clay Northlake Job Reference (optional) I35567284 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-CsJpr7ybsKRvm5F6X0SUbdVsmJglWArSgKzhLzy9h1B Scale = 1:21.8 1 2 4 3 2x4 2x4 2x4 2x4 4-0-0 4-0-0 4-0-0 4-0-0 1-1-03-9-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=150/Mechanical, 4=150/0-3-8 Max Horz 4=100(LC 5) Max Uplift 3=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss M05 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567285 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-g2tB2SyEcdZmNFqJ5jzj7q22sj2?Fdccv_iEuPy9h1A Scale = 1:23.5 1 2 3 4 5 6 11 10 9 8 7 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 9-0-8 9-0-8 0-9-03-9-34.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 2 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-0-8. (lb) - Max Horz 11=119(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 11, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 11, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 11, 8, 9, 10. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss M06 Truss Type Monopitch Qty 6 Ply 1 658 West Clay Northlake Job Reference (optional) I35567286 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-8EQZGozsNxhd?PPVfRUyg2a4m7GC_1hl8eSnQry9h19 Scale = 1:23.7 1 2 3 4 6 5 2x4 3x4 4x6 2x4 9-0-8 9-0-8 -1-0-0 1-0-0 4-6-4 4-6-4 9-0-8 4-6-4 0-9-03-9-34.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [5:0-1-12,0-1-8], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.68 0.45 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.55 0.01 (loc) 5-6 5-6 5 l/defl >467 >192 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* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=347/Mechanical, 6=425/0-3-0 Max Horz 6=119(LC 5) Max Uplift 5=-38(LC 6), 6=-59(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-445/157, 2-6=-330/171 BOT CHORD 5-6=-126/382 WEBS 3-5=-390/196 NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 6. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss M07 Truss Type Monopitch Qty 5 Ply 1 658 West Clay Northlake Job Reference (optional) I35567287 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-8EQZGozsNxhd?PPVfRUyg2a4_7GF_4Ll8eSnQry9h19 Scale = 1:21.9 1 2 3 5 4 3x6 3x4 3x8 8-0-8 8-0-8 -1-0-0 1-0-0 8-0-8 8-0-8 0-9-03-5-34.00 12 Plate Offsets (X,Y)-- [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-R 0.67 0.51 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.40 0.00 (loc) 4-5 4-5 4 l/defl >639 >235 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=307/Mechanical, 5=385/0-3-0 Max Horz 5=108(LC 5) Max Uplift 4=-34(LC 6), 5=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-327/175 NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss PB01 Truss Type GABLE Qty 12 Ply 1 658 West Clay Northlake Job Reference (optional) I35567288 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-cQ_xT8_U8FpUdY_hD8?BCF7NIWiyjVCvMIBLyIy9h18 Scale: 3/8"=1' 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-2-0 15-2-0 7-7-0 7-7-0 15-2-0 7-7-0 5-0-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.19 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-2-0. (lb) - Max Horz 1=-113(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=253(LC 1), 10=313(LC 10), 8=313(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss PB02 Truss Type GABLE Qty 8 Ply 1 658 West Clay Northlake Job Reference (optional) I35567289 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-Zp6iuq0kgs3Css84KZ2fIgClnKNZBQ4CqcgR1Ay9h16 Scale = 1:13.3 2 3 4 1 5 3x4 2x4 2x4 5-2-0 5-2-0 2-7-0 2-7-0 5-2-0 2-7-0 1-8-110-1-40-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.15 0.00 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-2-0. (lb) - Max Horz 1=36(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss PB03 Truss Type GABLE Qty 5 Ply 1 658 West Clay Northlake Job Reference (optional) I35567290 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-1?g46A0MRAB2U0jGuHZuqultWkjewtqL2GQ?Zdy9h15 Scale = 1:20.2 2 3 4 6 1 5 4x6 2x4 2x4 2x4 9-2-0 9-2-0 4-7-0 4-7-0 9-2-0 4-7-0 3-0-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.16 0.03 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: 23 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-2-0. (lb) - Max Horz 1=67(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-194(LC 1), 5=-194(LC 1), 2=-167(LC 6), 4=-157(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=420(LC 1), 4=420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 1, 194 lb uplift at joint 5, 167 lb uplift at joint 2 and 157 lb uplift at joint 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss PB05 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567291 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-VCESJW1_CTJv5AHTS_47N5I4R85bfKsUHw9Y53y9h14 Scale: 3/8"=1' 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-2-0 15-2-0 7-7-0 7-7-0 15-2-0 7-7-0 5-0-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.11 0.05 0.05 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: 47 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-2-0. (lb) - Max Horz 1=113(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 13, 14, 11, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss PBE01 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567292 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-VCESJW1_CTJv5AHTS_47N5I5K85sfKCUHw9Y53y9h14 Scale = 1:20.2 2 3 4 5 6 10 9 8 1 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-2-0 9-2-0 4-7-0 4-7-0 9-2-0 4-7-0 3-0-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-2-0. (lb) - Max Horz 1=-67(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss PBE02 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567293 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-zOoqXs2dznRmjKsf?hbMvJqFBXQqOn6eWav6dVy9h13 Scale: 3/8"=1' 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-2-0 15-2-0 7-7-0 7-7-0 15-2-0 7-7-0 5-0-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.11 0.05 0.05 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: 47 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-2-0. (lb) - Max Horz 1=113(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8, 13, 14, 11, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss PBE03 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567294 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-RaLCkB3Fk5ZdLTRrZP6bSWNRnxkV7E4nlEefAxy9h12 Scale = 1:13.3 2 3 4 1 5 3x4 2x4 2x4 5-2-0 5-2-0 2-7-0 2-7-0 5-2-0 2-7-0 1-8-110-1-40-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.15 0.00 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-2-0. (lb) - Max Horz 1=36(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T01 Truss Type Piggyback Base Qty 5 Ply 1 658 West Clay Northlake Job Reference (optional) I35567295 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-vnvbxX3tVOhUyd0176dq?kwNOLxpsY6xzuOCiOy9h11 Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1220 21 22 23 3x6 5x6 5x6 3x6 3x4 3x6 3x4 3x6 3x8 3x4 3x8 3x4 3x6 6x6 3x4 6x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 25-6-8 9-2-0 33-7-8 8-1-0 41-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-11-8 4-7-0 25-6-8 4-7-0 33-7-8 8-1-0 41-11-0 8-3-8 42-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [13:0-2-0,0-1-8], [18:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.96 0.72 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.59 0.10 (loc) 15-16 15-16 12 l/defl >999 >842 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-18,8-13,2-18,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-13 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 6-15, 8-15 REACTIONS.(lb/size) 19=1982/0-3-8, 12=1982/0-3-8 Max Horz 19=-284(LC 4) Max Uplift 19=-91(LC 6), 12=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2690/211, 4-5=-2208/272, 5-6=-1721/275, 6-7=-1721/275, 7-8=-2208/272, 8-10=-2690/211, 2-19=-1906/199, 10-12=-1906/199 BOT CHORD 18-19=-297/420, 16-18=-92/2128, 15-16=-14/1765, 13-15=-23/2128, 12-13=-78/420 WEBS 4-16=-541/180, 5-16=-22/770, 6-16=-283/199, 6-15=-283/199, 7-15=-22/770, 8-15=-541/180, 2-18=0/1718, 10-13=0/1718 NOTES-(8-11) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T01A Truss Type Piggyback Base Qty 5 Ply 1 658 West Clay Northlake Job Reference (optional) I35567296 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-NzTz9t4VGipLanbEhq93XxScLlEhbyZ4CY7mEqy9h10 Scale = 1:86.1 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 1020 21 22 23 3x8 6x8 6x8 3x8 3x4 3x6 3x6 4x6 3x6 3x8 2x4 3x6 3x6 4x6 6x6 3x4 6x6 3x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 23-11-8 7-7-0 31-6-8 7-7-0 39-7-8 8-1-0 47-11-0 8-3-8 8-3-8 8-3-8 16-4-8 8-1-0 23-11-8 7-7-0 31-6-8 7-7-0 39-7-8 8-1-0 47-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-4-0,0-1-9], [6:0-4-0,0-1-9], [9:Edge,0-1-12], [10:Edge,0-3-8], [11:0-2-4,0-2-0], [18:0-2-4,0-2-0] 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-SH 0.76 0.94 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.51 0.16 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,7-11,1-18,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-16, 4-14, 5-14, 6-14, 7-13 REACTIONS.(lb/size) 19=2236/0-3-8, 10=2236/0-3-8 Max Horz 19=281(LC 5) Max Uplift 19=-53(LC 6), 10=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3196/245, 3-4=-2744/313, 4-5=-2416/331, 5-6=-2416/331, 6-7=-2744/313, 7-9=-3196/245, 1-19=-2161/184, 9-10=-2161/184 BOT CHORD 18-19=-274/350, 16-18=-166/2557, 14-16=-116/2164, 13-14=0/2164, 11-13=-89/2557, 10-11=-45/333 WEBS 3-16=-519/183, 4-16=-18/639, 4-14=-197/606, 5-14=-506/218, 6-14=-197/606, 6-13=-18/639, 7-13=-519/183, 1-18=-48/2237, 9-11=-48/2237 NOTES-(8-11) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T01B Truss Type Piggyback Base Qty 3 Ply 1 658 West Clay Northlake Job Reference (optional) I35567297 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-KMbjaZ6loJ43p5lcoFBXcMXu2Y_p3wWNgsctJjy9h1_ Scale = 1:75.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 20 3x8 5x8 5x6 3x6 3x4 3x6 3x4 3x6 3x4 3x8 3x4 3x6 5x6 3x4 6x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 38-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-5-12,0-2-0], [5:0-3-12,0-2-0], [11:0-2-8,0-1-8], [16:0-2-4,0-1-8] 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-SH 1.00 0.70 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.43 0.09 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 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* 3-16,6-11,1-16,8-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-13, 6-13 REACTIONS.(lb/size) 17=1703/0-3-8, 10=1768/0-3-8 Max Horz 17=-293(LC 4) Max Uplift 17=-55(LC 6), 10=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2373/185, 3-4=-1847/251, 4-5=-1408/256, 5-6=-1835/250, 6-8=-2365/187, 1-17=-1634/145, 8-10=-1699/183 BOT CHORD 16-17=-264/365, 14-16=-63/1875, 13-14=0/1415, 11-13=-3/1859, 10-11=-79/393 WEBS 3-16=0/254, 3-14=-604/180, 4-14=-35/607, 5-13=-19/565, 6-13=-593/176, 6-11=0/258, 1-16=0/1594, 8-11=0/1474 NOTES-(8-11) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T01C Truss Type Piggyback Base Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567298 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-oY95nv7NZdCwRFKpMyim9a46VyLwoKPWuWMQq9y9h0z Scale = 1:86.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121 22 23 24 3x8 6x8 6x8 3x8 3x6 3x6 3x6 4x6 3x6 3x8 2x4 3x6 3x6 4x6 6x6 3x6 6x6 3x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 23-11-8 7-7-0 31-6-8 7-7-0 39-7-8 8-1-0 47-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-11-8 7-7-0 31-6-8 7-7-0 39-7-8 8-1-0 47-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [7:0-4-0,0-1-9], [12:0-2-4,0-2-0], [19:0-2-4,0-2-0] 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-SH 0.76 0.52 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.46 0.12 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-19,8-12,2-19,10-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-15, 6-15, 7-15, 8-14 REACTIONS.(lb/size) 20=2305/0-3-8, 11=2235/0-3-8 Max Horz 20=293(LC 5) Max Uplift 20=-89(LC 6), 11=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3194/246, 4-5=-2740/312, 5-6=-2414/331, 6-7=-2414/331, 7-8=-2743/313, 8-10=-3194/245, 2-20=-2228/221, 10-11=-2157/183 BOT CHORD 19-20=-309/461, 17-19=-166/2546, 15-17=-117/2163, 14-15=0/2163, 12-14=-89/2555, 11-12=-47/347 WEBS 4-17=-506/179, 5-17=-16/633, 5-15=-197/605, 6-15=-505/218, 7-15=-197/604, 7-14=-18/640, 8-14=-518/183, 2-19=0/2096, 10-12=-45/2221 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 17%, joint 10 = 17% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T01D Truss Type Piggyback Base Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567299 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-GkjU?F70JxKn3Ov?wgD?indGpMbsXmYg795zMby9h0y Scale = 1:98.7 12 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 1428 29 30 3x6 6x8 6x10 3x8 3x4 3x4 4x6 3x4 3x4 3x6 5x6 4x8 8x10 3x6 3x6 4x6 5x12 3x8 2x4 3x6 3x6 4x6 5x6 3x6 4x8 3x6 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 16-4-8 2-6-0 23-11-8 7-7-0 31-6-8 7-7-0 39-7-8 8-1-0 47-11-0 8-3-8 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 16-4-8 2-6-0 23-11-8 7-7-0 31-6-8 7-7-0 39-7-8 8-1-0 47-11-0 8-3-8 1-1-012-0-01-1-00-8-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [3:0-2-12,0-1-8], [8:0-5-8,0-1-12], [10:0-6-0,0-1-8], [13:0-4-0,0-1-8], [15:0-1-12,0-2-0], [20:0-2-0,0-2-0], [22:0-4-12,0-2-8], [23:0-2-8,0-1-8] , [24:0-6-12,0-4-4], [25:Edge,0-2-8], [26:0-4-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.79 0.92 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.58 0.28 (loc) 17-19 19-20 14 l/defl >999 >988 n/a L/d 240 180 n/a PLATES MT20 Weight: 256 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-12,12-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 4-25,7-21: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-22,8-20,8-19,9-19,10-19,10-17,11-17: 2x4 SPF No.2 2-27: 2x4 SPF-S Stud, 13-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-4 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-22 WEBS 1 Row at midpt 8-20, 8-19, 9-19, 10-19, 11-17 REACTIONS.(lb/size) 27=2197/0-3-8, 14=2205/0-3-8 Max Horz 27=293(LC 5) Max Uplift 27=-89(LC 6), 14=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1717/135, 3-4=-3663/247, 4-6=-3291/263, 6-7=-2895/310, 7-8=-2827/396, 8-9=-2353/331, 9-10=-2353/331, 10-11=-2685/312, 11-13=-3122/244, 2-27=-2107/181, 13-14=-2131/184 BOT CHORD 26-27=-279/287, 23-24=-366/3200, 22-23=-185/2666, 19-20=-118/2076, 17-19=0/2115, 15-17=-87/2496, 14-15=-44/317 WEBS 3-26=-2191/154, 24-26=-266/1632, 3-24=-174/2241, 4-23=-548/186, 6-23=0/292, 6-22=-478/138, 20-22=-83/2081, 8-22=-189/1107, 8-19=-188/641, 9-19=-520/221, 10-19=-197/579, 10-17=-18/629, 11-17=-504/182, 2-26=-52/1495, 13-15=-48/2193 NOTES-(8-11) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 14. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T01E Truss Type Scissor Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567300 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-gJOcdGAucsiLwsdaboniJQFs4ZkikG66p7Kdzwy9h0v Scale = 1:25.1 1 2 3 4 5 6 7 4x8 3x4 3x4 4x6 5x6 4x8 3x4 3x4 7-0-12 7-0-12 14-1-8 7-0-12 7-0-12 7-0-12 14-1-8 7-0-12 15-1-8 1-0-0 0-7-52-11-90-7-51-1-94.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-1-12], [5:0-0-6,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.47 0.47 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.22 0.08 (loc) 1-7 1-7 5 l/defl >999 >755 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-8-3, Right 2x4 SPF-S Stud 3-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=559/0-3-8, 5=626/0-3-8 Max Horz 1=27(LC 4) Max Uplift 1=-29(LC 6), 5=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1510/213, 3-5=-1511/213 BOT CHORD 1-7=-141/1383, 5-7=-141/1383 WEBS 3-7=0/595 NOTES-(7-10) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T02 Truss Type Piggyback Base Qty 4 Ply 1 658 West Clay Northlake Job Reference (optional) I35567301 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-8Vy_qcAWN9qCX0Cm9VIxsdnx?zy0Ta7F2n3BVMy9h0u Scale = 1:99.7 12 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 1528 29 30 31 3x6 6x8 6x8 3x6 3x4 3x4 4x6 3x4 3x4 3x6 6x6 4x8 8x10 3x6 3x6 3x8 5x12 3x12 2x4 3x6 3x6 2x4 5x6 3x8 3x8 5x12 3x8 MT18HS 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 16-4-8 2-6-0 23-11-8 7-7-0 31-6-8 7-7-0 40-0-12 8-6-4 48-11-0 8-10-4 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 16-4-8 2-6-0 23-11-8 7-7-0 31-6-8 7-7-0 40-0-12 8-6-4 48-11-0 8-10-4 1-1-012-0-00-5-00-8-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-0,0-2-4], [8:0-5-8,0-1-12], [10:0-4-8,0-1-12], [14:0-3-2,0-0-0], [14:0-1-10,0-1-15], [14:0-8-5,0-1-6], [19:0-4-12,0-1-8], [20:0-2-8 ,0-1-8], [22:0-4-8,0-2-8], [23:0-2-8,0-1-8], [24:0-6-8,0-4-8], [25:Edge,0-2-8], [26:0-2-8,0-1-8] 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-SH 0.84 0.97 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.56 0.31 (loc) 17-19 17-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 256 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-11,11-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 4-25,7-21: 2x3 SPF No.2, 22-24,16-18: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-22,8-20,8-19,9-19,10-19,10-17,12-17: 2x4 SPF No.2 2-27: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 5-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-3 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 23-24,15-17 6-0-0 oc bracing: 21-22. 1 Row at midpt 7-22 WEBS 1 Row at midpt 8-20, 8-19, 9-19, 10-19, 12-17 REACTIONS.(lb/size) 27=2264/0-3-8, 14=2352/0-3-8 Max Horz 27=282(LC 5) Max Uplift 27=-89(LC 6), 14=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1768/138, 3-4=-3783/250, 4-6=-3408/268, 6-7=-3013/315, 7-8=-2945/401, 8-9=-2489/337, 9-10=-2490/337, 10-12=-2903/319, 12-14=-3706/268, 2-27=-2162/184 BOT CHORD 26-27=-268/290, 23-24=-340/3302, 22-23=-164/2763, 19-20=-99/2170, 17-19=0/2294, 15-17=-113/2977, 14-15=-113/2977 WEBS 3-26=-2268/137, 24-26=-247/1676, 3-24=-163/2315, 4-23=-553/180, 6-23=0/291, 6-22=-476/138, 20-22=-64/2158, 8-22=-187/1129, 8-19=-187/718, 9-19=-517/221, 10-19=-203/517, 10-17=-14/786, 12-17=-847/196, 12-15=0/412, 2-26=-54/1530 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T03 Truss Type Piggyback Base Qty 5 Ply 1 658 West Clay Northlake Job Reference (optional) I35567302 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-diWN2yB88Ty39AnyiDpAPrK7WNNTC6sPHRpk2py9h0t Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 20 21 3x6 5x8 5x6 3x6 3x4 3x6 3x4 3x6 3x4 3x8 3x4 3x6 6x6 3x4 6x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 38-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-0], [6:0-3-12,0-2-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.79 0.70 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.43 0.09 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size) 18=1773/0-3-8, 11=1767/0-3-8 Max Horz 18=-284(LC 4) Max Uplift 18=-91(LC 6), 11=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2372/186, 4-5=-1843/250, 5-6=-1406/256, 6-7=-1833/250, 7-9=-2363/186, 2-18=-1704/183, 9-11=-1698/183 BOT CHORD 17-18=-299/393, 15-17=-60/1865, 14-15=0/1414, 12-14=-2/1857, 11-12=-79/393 WEBS 4-17=0/259, 4-15=-593/176, 5-15=-33/600, 6-14=-20/566, 7-14=-593/176, 7-12=0/258, 2-17=0/1480, 9-12=0/1472 NOTES-(8-11) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T04 Truss Type Common Qty 5 Ply 1 658 West Clay Northlake Job Reference (optional) I35567303 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-5u4lFICmvn4wnJM9GwKPx2tJynhyxcoYV5YIaFy9h0s Scale = 1:40.5 1 2 3 4 5 6 7 11 10 9 8 4x6 5x12 3x8 3x8 2x4 2x4 5x12 10-5-8 10-5-8 20-11-0 10-5-8 -1-0-0 1-0-0 5-3-11 5-3-11 10-5-8 5-1-13 15-7-5 5-1-13 20-11-0 5-3-11 21-11-0 1-0-0 0-11-06-1-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-2-12], [6:0-1-6,0-2-12], [8:0-0-0,0-2-12], [8:0-3-8,Edge], [11:0-0-0,0-2-12], [11:0-3-8,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-SH 0.75 0.75 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.55 0.04 (loc) 9-11 9-11 8 l/defl >999 >449 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 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* 2-11,6-8: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=892/0-3-8, 8=892/0-3-8 Max Horz 11=-66(LC 4) Max Uplift 11=-78(LC 6), 8=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1134/204, 3-4=-891/154, 4-5=-891/154, 5-6=-1134/204, 2-11=-787/206, 6-8=-787/206 BOT CHORD 9-11=-69/912, 8-9=-69/912 WEBS 4-9=-7/472 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T04G Truss Type Common Qty 2 Ply 1 658 West Clay Northlake Job Reference (optional) I35567304 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-5u4lFICmvn4wnJM9GwKPx2tJTnhaxYbYV5YIaFy9h0s Scale = 1:38.1 1 2 3 4 5 6 9 8 710 11 3x6 5x6 3x6 3x4 2x4 3x6 5x12 4x6 8-9-12 8-9-12 17-7-8 8-9-12 7-2-0 7-2-0 12-3-8 5-1-8 17-7-8 5-4-0 18-7-8 1-0-0 2-6-126-1-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-7-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.72 0.71 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.36 0.03 (loc) 7-9 7-9 5 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9 REACTIONS.(lb/size) 9=772/0-3-8, 5=801/0-3-8 Max Horz 9=-106(LC 4) Max Uplift 9=-24(LC 6), 5=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-857/145, 3-5=-1081/167, 1-9=-264/130 BOT CHORD 7-9=0/588, 5-7=-72/870 WEBS 2-7=0/468, 2-9=-633/5 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T05 Truss Type Common Qty 5 Ply 1 658 West Clay Northlake Job Reference (optional) I35567305 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-Z4e7TeDPg4CnOTxLqereUGPTOB09gtFiklIr6hy9h0r Scale = 1:49.3 1 2 3 4 5 6 7 10 9 8 3x4 4x6 3x8 3x8 3x4 2x4 5x6 8x10 5x6 5x6 -0-3-8 0-3-8 10-10-0 10-10-0 21-11-8 11-1-8 -0-3-8 0-3-8 5-6-4 5-6-4 10-10-0 5-3-12 16-3-8 5-5-8 21-11-8 5-8-0 22-11-8 1-0-0 0-3-88-6-01-1-08.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] 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-SH 0.77 0.82 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.70 0.03 (loc) 8-10 8-10 6 l/defl >950 >375 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10: 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 3-7-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=871/0-3-8, 6=934/0-3-8 Max Horz 10=-201(LC 4) Max Uplift 10=-34(LC 6), 6=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-277/61, 2-3=-840/132, 3-4=-837/129, 4-6=-1112/134, 1-10=-251/62 BOT CHORD 8-10=-64/769, 6-8=-18/808 WEBS 3-8=-40/556, 4-8=-269/159, 2-10=-800/77 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T06 Truss Type Common Qty 3 Ply 1 658 West Clay Northlake Job Reference (optional) I35567306 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-1HCVg_E1ROKe0dWXOLMt0TyhwaVtPZarzP1Oe7y9h0q Scale = 1:43.5 1 2 3 4 7 6 5 4x6 4x6 2x4 3x8 6x8 2x4 5-9-8 5-9-8 11-2-0 5-4-8 11-7-8 0-5-8 -1-0-0 1-0-0 5-9-8 5-9-8 11-2-0 5-4-8 11-7-8 0-5-8 1-5-07-2-80-3-812.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.59 0.21 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=507/0-3-8, 5=431/0-5-8 Max Horz 7=195(LC 5) Max Uplift 7=-40(LC 6), 5=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398/87, 3-4=-379/85, 2-7=-456/105, 4-5=-386/64 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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. December 12,2018 Job 658_WEST_CLAY_NORTHLAKE Truss T07 Truss Type Common Qty 3 Ply 1 658 West Clay Northlake Job Reference (optional) I35567307 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:33:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-gvduH0yqVTxMMu2Icqpn0n?PohhvpSI5GiH?e4y9gvG Scale = 1:45.2 1 2 3 4 7 6 5 4x6 5x6 2x4 2x4 3x8 5x6 5-9-8 5-9-8 11-7-0 5-9-8 -1-0-0 1-0-0 5-9-8 5-9-8 11-7-0 5-9-8 1-5-07-2-81-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-0], [4:Edge,0-1-0] 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-SH 0.59 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=524/0-3-8, 5=448/0-5-0 Max Horz 7=190(LC 5) Max Uplift 7=-41(LC 6), 5=-19(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/88, 3-4=-411/81, 2-7=-473/105, 4-5=-398/68 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 7 and 19 lb uplift at joint 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T08 Truss Type COMMON Qty 4 Ply 1 658 West Clay Northlake Job Reference (optional) I35567308 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-VTlttKEfCiSVen5kx3t6ZhVwy_n58?N?B3nyBay9h0p Scale = 1:25.9 1 2 3 4 5 6 7 8 3x8 3x4 3x8 3x4 2x4 4x6 7-0-12 7-0-12 14-1-8 7-0-12 -1-0-0 1-0-0 7-0-12 7-0-12 14-1-8 7-0-12 15-1-8 1-0-0 0-7-52-11-90-7-54.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-3-10,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-AS 0.38 0.47 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.14 0.02 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 2=625/0-3-8, 6=625/0-3-8 Max Horz 2=-32(LC 5) Max Uplift 2=-62(LC 6), 6=-62(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-893/159, 4-6=-893/159 BOT CHORD 2-8=-74/848, 6-8=-74/848 WEBS 4-8=0/286 NOTES-(7-10) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567309 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-zfJF5gFHz?aMGxgwVmPL6u1yJO3VtIN8QjWVj0y9h0o Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120 21 22 23 24 3x6 6x8 6x8 3x6 3x6 3x6 3x6 4x6 3x6 3x8 2x4 3x6 3x6 2x4 6x8 6x10 3x8 MT18HS 3x8 8-3-8 8-3-8 16-4-8 8-1-0 23-11-8 7-7-0 31-6-8 7-7-0 40-0-12 8-6-4 48-11-0 8-10-4 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-11-8 7-7-0 31-6-8 7-7-0 40-0-12 8-6-4 48-11-0 8-10-4 1-1-012-0-00-5-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [7:0-4-8,0-1-12], [10:0-2-6,Edge], [14:0-2-8,0-1-8], [18:0-2-4,0-2-0] 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-SH 0.92 0.71 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.53 0.17 (loc) 13-14 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 232 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-18,9-11,2-18: 2x3 SPF No.2 WEDGE Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-14, 6-14, 7-14, 9-13 REACTIONS.(lb/size) 19=2369/0-3-8, 10=2379/0-3-8 Max Horz 19=282(LC 5) Max Uplift 19=-89(LC 6), 10=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3293/251, 4-5=-2846/317, 5-6=-2545/337, 6-7=-2545/337, 7-9=-2955/319, 9-10=-3814/270, 2-19=-2292/224 BOT CHORD 18-19=-299/466, 16-18=-149/2628, 14-16=-99/2251, 13-14=0/2332, 11-13=-116/3038, 10-11=-116/3038 WEBS 4-16=-500/180, 5-16=-16/628, 5-14=-196/680, 6-14=-505/218, 7-14=-204/546, 7-13=-13/798, 9-13=-874/200, 9-11=0/442, 2-18=0/2174 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 17% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V01 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567310 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-RsteI?GvkJiDt5E63Twae6aKEoa4cuUHfNG3FSy9h0n Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 5x6 3x4 24-2-5 24-2-5 12-1-2 12-1-2 24-2-5 12-1-2 0-0-412-1-20-0-412.00 12 Plate Offsets (X,Y)-- [23:0-3-0,0-3-0] 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-SH 0.07 0.05 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 8-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-21, 7-22, 9-20 REACTIONS.All bearings 24-2-5. (lb) - Max Horz 1=-274(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 22, 23, 24, 25, 15, 26, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 1, 21, 22, 23, 24, 25, 15, 26, 20, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-294/145, 14-15=-272/88 NOTES-(8-11) 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) All plates are 2x4 MT20 unless otherwise indicated. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 22, 23, 24, 25, 15, 26, 20, 19, 18, 17, 16. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V02 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567311 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-v2R0WLHXVdq4VEpJdBRpBJ7UhCskLJORu1?cnvy9h0m Scale = 1:68.7 1 2 3 4 5 6 7 13 12 11 10 9 814153x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-6-5 21-6-5 10-9-2 10-9-2 21-6-5 10-9-2 0-0-410-9-20-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.21 0.27 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* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-6-5. (lb) - Max Horz 1=-242(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-167(LC 6), 13=-132(LC 6), 9=-167(LC 7), 8=-132(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=377(LC 1), 11=512(LC 10), 13=317(LC 1), 9=510(LC 11), 8=319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/142 WEBS 3-11=-266/217, 5-9=-266/217 NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=167, 13=132, 9=167, 8=132. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V03 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567312 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-v2R0WLHXVdq4VEpJdBRpBJ7UhCtJLLxRu1?cnvy9h0m Scale = 1:57.5 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-10-5 18-10-5 9-5-2 9-5-2 18-10-5 9-5-2 0-0-49-5-20-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.18 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 18-10-5. (lb) - Max Horz 1=-211(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-168(LC 6), 13=-125(LC 6), 9=-168(LC 7), 8=-124(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 13, 8 except 10=381(LC 1), 11=428(LC 10), 9=428(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/119 WEBS 3-11=-267/218, 5-9=-267/217 NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=168, 13=125, 9=168, 8=124. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V04 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567313 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-OE?OjhH9Gwzx7OOVAuy2jXffJbBT4osa6hl9KLy9h0l Scale = 1:49.3 1 2 3 4 5 9 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 16-2-5 16-2-5 8-1-2 8-1-2 16-2-5 8-1-2 0-0-48-1-20-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.31 0.19 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: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-2-5. (lb) - Max Horz 1=-181(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-178(LC 6), 6=-178(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=381(LC 1), 9=445(LC 10), 6=445(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-275/219, 4-6=-275/219 NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=178, 6=178. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V05 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567314 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-sRZmx1Io0E5okYzhkcTHGkCn4?Z9pFmkLLUjsny9h0k Scale = 1:43.2 1 2 3 4 5 8 7 69103x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-6-5 13-6-5 6-9-2 6-9-2 13-6-5 6-9-2 0-0-46-9-20-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.36 0.15 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: 39 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-6-5. (lb) - Max Horz 1=-150(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-154(LC 6), 6=-154(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=387(LC 1), 8=347(LC 10), 6=347(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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=154, 6=154. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V06 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567315 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-sRZmx1Io0E5okYzhkcTHGkCmQ?a1pGfkLLUjsny9h0k Scale = 1:35.1 1 2 3 4 5 8 7 63x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 10-10-5 10-10-5 5-5-2 5-5-2 10-10-5 5-5-2 0-0-45-5-20-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.40 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: 30 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-10-5. (lb) - Max Horz 1=-119(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-157(LC 6), 6=-157(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=307(LC 10), 6=307(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-266/219, 4-6=-266/219 NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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=157, 6=157. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V07 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567316 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-Kd788NJQnYDeMiYtIJ_WpylvgPtoYkLta?EGODy9h0j Scale = 1:27.9 1 2 3 42x4 3x4 2x4 2x4 8-2-5 8-2-5 4-1-2 4-1-2 8-2-5 4-1-2 0-0-44-1-20-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.49 0.32 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=184/8-2-5, 3=184/8-2-5, 4=248/8-2-5 Max Horz 1=-89(LC 4) Max Uplift 1=-31(LC 7), 3=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V08 Truss Type Valley Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567317 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-ophXLjK2YrLV_s74s1WlL9H8rpFtHBA1ofzqwgy9h0i Scale = 1:19.6 1 2 3 4 2x4 3x4 2x4 2x4 0-0-4 0-0-4 5-6-5 5-6-1 2-9-2 2-9-2 5-6-5 2-9-2 0-0-42-9-20-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.14 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=120/5-5-13, 3=120/5-5-13, 4=162/5-5-13 Max Horz 1=-58(LC 4) Max Uplift 1=-20(LC 7), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V09 Truss Type Valley Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567318 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-ophXLjK2YrLV_s74s1WlL9HBOpG6HBW1ofzqwgy9h0i Scale = 1:10.0 1 2 3 2x4 2x4 2x4 2-10-1 2-10-1 2-10-5 0-0-4 1-5-2 1-5-2 2-10-5 1-5-2 0-0-41-5-20-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.12 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=94/2-9-13, 3=94/2-9-13 Max Horz 1=-27(LC 4) Max Uplift 1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V10 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567319 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-kCoHmPLI4TbDD9HSzSYDQaMWScy1l5BJGzSw?Yy9h0g Scale = 1:37.4 1 2 3 4 5 6 7 12 11 10 9 83x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-7-5 11-7-5 5-9-10 5-9-10 11-7-5 5-9-10 0-0-45-9-100-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.07 0.03 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-7-5. (lb) - Max Horz 1=-128(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 12, 9, 8. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V11 Truss Type GABLE Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567320 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-kCoHmPLI4TbDD9HSzSYDQaMTCcxXl4KJGzSw?Yy9h0g Scale = 1:33.4 1 2 3 4 5 8 7 63x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-8-3 15-8-3 7-10-2 7-10-2 15-8-3 7-10-2 0-0-45-2-120-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.28 0.12 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-8-3. (lb) - Max Horz 1=115(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=349(LC 10), 6=349(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-254/135, 4-6=-254/135 NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V12 Truss Type Valley Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567321 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-COMf_lMwrmj4rJsfX93SzovcQ0DJUXwTVdCUX?y9h0f Scale = 1:25.1 1 2 3 43x8 3x6 3x8 2x4 0-0-6 0-0-6 11-8-3 11-7-13 5-10-2 5-10-2 11-8-3 5-10-2 0-0-43-10-120-0-48.00 12 Plate Offsets (X,Y)-- [1:0-6-1,Edge], [3:0-2-11,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-SH 0.44 0.35 0.09 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: 27 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=202/11-7-7, 3=202/11-7-7, 4=455/11-7-7 Max Horz 1=-84(LC 4) Max Uplift 1=-18(LC 6), 3=-23(LC 7), 4=-1(LC 6) Max Grav 1=202(LC 10), 3=202(LC 11), 4=455(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V13 Truss Type Valley Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567322 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-gaw1B4NYc4rxSTQr5sahV?SnnQarD?xcjHx13Ry9h0e Scale = 1:17.6 1 2 3 4 2x4 3x4 2x4 2x4 0-0-6 0-0-6 7-8-3 7-7-13 3-10-2 3-10-2 7-8-3 3-10-2 0-0-42-6-120-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.41 0.26 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=150/7-7-7, 3=150/7-7-7, 4=259/7-7-7 Max Horz 1=-54(LC 4) Max Uplift 1=-22(LC 6), 3=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V14 Truss Type Valley Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567323 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-gaw1B4NYc4rxSTQr5sahV?SsyQbuD?WcjHx13Ry9h0e Scale = 1:8.9 1 2 3 2x4 2x4 2x4 0-0-6 0-0-6 3-8-3 3-7-13 1-10-2 1-10-2 3-8-3 1-10-2 0-0-41-2-120-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.20 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 3-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=119/3-7-7, 3=119/3-7-7 Max Horz 1=-23(LC 4) Max Uplift 1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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. December 12,2018 Job 658_WEST_CLAY_NORTHL~E Truss V15 Truss Type Valley Qty 1 Ply 1 658 West Clay Northlake Job Reference (optional) I35567324 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Dec 12 14:25:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sqZnGZGvUzCg?kDrVJlAN6zoV6s-9nUQPQOBNOzo4d?1ea5w2D_0XqzgySmmyxhacty9h0d Scale = 1:9.5 1 2 3 2x4 2x4 2x4 2-8-5 2-8-5 1-4-20-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=85/2-7-13, 2=85/2-7-13 Max Horz 3=-34(LC 4) Max Uplift 3=-11(LC 7), 2=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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. December 12,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.