Loading...
HomeMy WebLinkAbout18010103 Truss Plans (2)Re: Liu, Xuegang Pages or sheets covered by this seal: I32198980 thru I32199069 My license renewal date for the state of Indiana is July 31, 2018. 196_West_clay 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: 196 West clay The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. January 22,2018 Job 196_WEST_CLAY Truss GE01 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32198980 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jwpEHXeT2dxkmxt1bg1ZoSztpn_-7k7Kc3f6R1LBd5yqb30WeSqii1OpfFx6WQr8yrztnOc Scale = 1:62.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 14 13 12 1115 3x6 4x6 3x6 8x8 3x6 3x8 8x8 3x6 3x6 3x8 8x8 3x6 3x6 3x8 8x8 3x4 3x4 3x6 5-9-4 5-9-4 11-4-0 5-6-12 16-10-12 5-6-12 22-5-8 5-6-12 23-6-0 1-0-8 28-0-4 4-6-4 33-9-8 5-9-4 5-9-4 5-9-4 11-4-0 5-6-12 16-10-12 5-6-12 22-5-8 5-6-12 28-0-4 5-6-12 33-9-8 5-9-4 34-9-8 1-0-0 0-9-06-4-90-9-04.00 12 Plate Offsets (X,Y)-- [11:Edge,0-5-8], [12:0-2-8,0-1-8], [16:0-2-8,0-1-8], [20:0-2-8,0-1-8], [21:0-2-8,0-1-8], [22:Edge,0-5-8], [25:0-1-15,0-0-8], [28:0-1-15,0-0-8], [37:0-1-0,0-1-4], [50:0-1-15,0-0-8], [53:0-1-15,0-0-8], [61:0-1-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.60 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.04 (loc) 20-21 20-21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 439 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-22,9-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-3-8 except (jt=length) 22=0-3-8, 15=0-3-8. (lb) - Max Horz 22=-69(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 22, 11, 15 except 14=-207(LC 1), 13=-182(LC 2) Max Grav All reactions 250 lb or less at joint(s) 11, 14, 13 except 22=1005(LC 1), 12=1265(LC 1), 15=546(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2066/281, 2-3=-1658/246, 3-4=-1563/265, 4-5=-1062/219, 5-6=-1061/219, 6-7=-598/151, 7-8=-693/132, 8-9=-26/401, 1-22=-937/157 BOT CHORD 21-22=-75/425, 20-21=-193/1910, 19-20=-113/1525, 18-19=-113/1525, 17-18=-5/606, 16-17=-5/606, 15-16=-328/78, 14-15=-328/78, 13-14=-328/78, 12-13=-328/78 WEBS 5-18=-20/370, 6-18=-17/488, 6-16=-721/150, 8-16=-90/1013, 8-12=-1064/211, 4-18=-739/137, 4-20=0/339, 2-20=-439/87, 1-21=-159/1491, 9-12=-458/85 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 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) 22, 11, 15 except (jt=lb) 14=207, 13=182. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J01 Truss Type Jack-Open Qty 5 Ply 1 196 West clay Job Reference (optional) I32198981 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jwpEHXeT2dxkmxt1bg1ZoSztpn_-bwhiqOgkCLT2FFX09mXlBfNz4RscOvyFl4bhUIztnOb Scale = 1:24.4 1 2 5 3 4 3x4 3x6 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-5-03-5-02-10-93-5-012.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=164/0-3-8, 3=37/Mechanical, 4=15/Mechanical Max Horz 5=125(LC 6) Max Uplift3=-57(LC 6), 4=-27(LC 6) Max Grav 5=164(LC 1), 3=37(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J02 Truss Type Jack-Open Qty 24 Ply 1 196 West clay Job Reference (optional) I32198982 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jwpEHXeT2dxkmxt1bg1ZoSztpn_-bwhiqOgkCLT2FFX09mXlBfNr4RoEOvyFl4bhUIztnOb Scale = 1:41.5 1 2 5 3 4 3x6 3x6 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-7-06-3-05-7-146-3-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.80 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 -0.09 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=231/0-3-8, 3=99/Mechanical, 4=42/Mechanical Max Horz 5=216(LC 6) Max Uplift3=-126(LC 6), 4=-26(LC 6) Max Grav 5=231(LC 1), 3=99(LC 1), 4=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 except (jt=lb) 3=126. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J03 Truss Type Jack-Open Qty 3 Ply 1 196 West clay Job Reference (optional) I32198983 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jwpEHXeT2dxkmxt1bg1ZoSztpn_-36F41khMzebvsO6CiU2_jtv7aqBl7MBPzkKF0kztnOa Scale = 1:24.3 1 2 5 3 4 3x4 3x6 2-4-12 2-4-12 -1-6-7 1-6-7 2-4-12 2-4-12 1-7-03-4-132-11-53-4-139.11 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=227/0-4-8, 3=33/Mechanical, 4=15/Mechanical Max Horz 5=128(LC 6) Max Uplift5=-4(LC 6), 3=-44(LC 6), 4=-20(LC 6) Max Grav 5=227(LC 1), 3=33(LC 1), 4=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J04 Truss Type Jack-Open Qty 3 Ply 1 196 West clay Job Reference (optional) I32198984 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:jwpEHXeT2dxkmxt1bg1ZoSztpn_-36F41khMzebvsO6CiU2_jtv7aqBl7MBPzkKF0kztnOa Scale = 1:24.3 1 2 5 3 4 3x4 3x6 2-4-12 2-4-12 -1-6-7 1-6-7 2-4-12 2-4-12 1-7-03-4-130-5-92-11-53-4-139.11 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=227/0-4-8, 3=33/Mechanical, 4=15/Mechanical Max Horz 5=128(LC 6) Max Uplift5=-4(LC 6), 3=-44(LC 6), 4=-20(LC 6) Max Grav 5=227(LC 1), 3=33(LC 1), 4=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J05 Truss Type Jack-Closed Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32198985 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-36F41khMzebvsO6CiU2_jtv65q_r7MBPzkKF0kztnOa Scale = 1:41.5 1 2 4 3 5 3x6 2x4 3x4 2x4 4-0-0 4-0-0 4-0-0 4-0-0 1-7-06-3-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.95 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 3-4 3-4 3 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 4-5-10 oc bracing. REACTIONS.(lb/size) 4=620/0-3-8, 3=652/Mechanical Max Horz 4=169(LC 4) Max Uplift4=-84(LC 3), 3=-154(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 except (jt=lb) 3=154. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 969 lb down and 77 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-969(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J06 Truss Type Jack-Open Qty 9 Ply 1 196 West clay Job Reference (optional) I32198986 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-YIoSF4i_kyjmUYhPGBZDG4SJcEX6spRYCO4oYAztnOZ Scale = 1:26.1 1 2 5 3 4 3x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-1-03-9-03-3-133-9-08.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=231/0-3-8, 3=100/Mechanical, 4=42/Mechanical Max Horz 5=124(LC 6) Max Uplift5=-5(LC 6), 3=-61(LC 6) Max Grav 5=231(LC 1), 3=100(LC 1), 4=72(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J07 Truss Type Jack-Open Qty 2 Ply 1 196 West clay Job Reference (optional) I32198987 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-YIoSF4i_kyjmUYhPGBZDG4SMnEYZspRYCO4oYAztnOZ Scale: 1"=1' 1 2 5 3 43x8 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-01-5-01-0-131-5-04.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=164/0-3-8, 3=38/Mechanical, 4=15/Mechanical Max Horz 5=43(LC 6) Max Uplift5=-43(LC 4), 3=-15(LC 6) Max Grav 5=164(LC 1), 3=38(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J08 Truss Type Jack-Open Qty 1 Ply 1 196 West clay Job Reference (optional) I32198988 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-YIoSF4i_kyjmUYhPGBZDG4SIoEY5spRYCO4oYAztnOZ Scale = 1:11.8 1 2 5 3 4 3x4 2x4 1-0-5 0-11-9 -2-2-13 2-2-13 1-0-5 1-0-5 1-1-01-4-110-4-21-0-91-4-113.58 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.34 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-138/Mechanical, 4=-24/Mechanical, 5=374/0-6-5 Max Horz 5=52(LC 6) Max Uplift3=-138(LC 1), 4=-24(LC 1), 5=-159(LC 4) Max Grav 3=70(LC 4), 4=8(LC 4), 5=374(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-333/215 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 except (jt=lb) 3=138 , 5=159. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J09 Truss Type Jack-Open Qty 1 Ply 1 196 West clay Job Reference (optional) I32198989 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-YIoSF4i_kyjmUYhPGBZDG4SIoEY5spRYCO4oYAztnOZ Scale = 1:11.8 1 2 5 3 4 3x4 2x4 1-0-5 0-11-9 -2-2-13 2-2-13 1-0-5 1-0-5 1-1-01-4-110-4-21-0-91-4-113.58 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.34 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-138/Mechanical, 4=-24/Mechanical, 5=374/0-6-5 Max Horz 5=52(LC 6) Max Uplift3=-138(LC 1), 4=-24(LC 1), 5=-159(LC 4) Max Grav 3=70(LC 4), 4=8(LC 4), 5=374(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-333/215 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 except (jt=lb) 3=138 , 5=159. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J10 Truss Type Jack-Closed Girder Qty 2 Ply 2 196 West clay Job Reference (optional) I32198990 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-0VMqSQicVGrd6iFbqu4SpI?WaeihbGNhR2pM5dztnOY Scale = 1:41.5 1 2 3 5 4 6 2x4 5x6 2x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-7-06-3-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.80 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 0.10 -0.00 (loc) 4-5 4-5 4 l/defl >882 >454 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=68/0-3-8, 4=-29/Mechanical Max Horz 5=188(LC 4) Max Uplift5=-151(LC 3), 4=-262(LC 9) Max Grav 5=241(LC 11), 4=256(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-5-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=151, 4=262. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 782 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=331(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J11 Truss Type Jack-Open Qty 10 Ply 1 196 West clay Job Reference (optional) I32198991 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-0VMqSQicVGrd6iFbqu4SpI?QPerebGhhR2pM5dztnOY Scale = 1:36.4 1 2 5 3 4 3x6 3x6 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-5-05-5-012.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=231/0-3-8, 3=99/Mechanical, 4=42/Mechanical Max Horz 5=185(LC 6) Max Uplift3=-101(LC 6), 4=-14(LC 6) Max Grav 5=231(LC 1), 3=99(LC 1), 4=73(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 except (jt=lb) 3=101. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J12 Truss Type Jack-Open Qty 1 Ply 1 196 West clay Job Reference (optional) I32198992 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-0VMqSQicVGrd6iFbqu4SpI?TpetNbGhhR2pM5dztnOY Scale: 1/2"=1' 1 2 5 3 4 3x4 3x6 2-6-8 2-6-8 -1-4-11 1-4-11 2-6-8 2-6-8 1-5-113-4-139.11 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=216/0-5-6, 3=44/Mechanical, 4=19/Mechanical Max Horz 5=125(LC 6) Max Uplift5=-2(LC 6), 3=-47(LC 6), 4=-15(LC 6) Max Grav 5=216(LC 1), 3=44(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J13 Truss Type Jack-Open Qty 1 Ply 1 196 West clay Job Reference (optional) I32198993 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-UhwDfmjEGZzUjsqnOcbhLVXeq2DSKjxrgiZvd3ztnOX Scale = 1:24.3 1 2 5 3 4 3x4 3x6 2-4-12 2-3-8 -1-6-7 1-6-7 2-4-12 2-4-12 1-7-03-4-130-5-92-11-53-4-139.11 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=227/0-3-6, 3=33/Mechanical, 4=15/Mechanical Max Horz 5=128(LC 6) Max Uplift5=-4(LC 6), 3=-44(LC 6), 4=-20(LC 6) Max Grav 5=227(LC 1), 3=33(LC 1), 4=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J14 Truss Type Jack-Open Qty 2 Ply 1 196 West clay Job Reference (optional) I32198994 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-UhwDfmjEGZzUjsqnOcbhLVXh92EbKjxrgiZvd3ztnOX Scale = 1:18.2 1 2 5 3 42x4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=164/0-3-8, 3=37/Mechanical, 4=15/Mechanical Max Horz 5=84(LC 6) Max Uplift5=-11(LC 6), 3=-31(LC 6), 4=-6(LC 6) Max Grav 5=164(LC 1), 3=37(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss J15 Truss Type Jack-Open Qty 1 Ply 1 196 West clay Job Reference (optional) I32198995 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-UhwDfmjEGZzUjsqnOcbhLVXfM2EcKjxrgiZvd3ztnOX Scale = 1:11.8 1 2 5 3 4 2x4 2x4 1-3-5 1-1-13 -1-11-13 1-11-13 1-3-5 1-3-5 1-0-21-4-113.58 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=295/0-7-13, 3=-65/Mechanical, 4=-13/Mechanical Max Horz 5=49(LC 6) Max Uplift5=-118(LC 4), 3=-65(LC 1), 4=-13(LC 1) Max Grav 5=295(LC 1), 3=34(LC 4), 4=13(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-260/165 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 4 except (jt=lb) 5=118. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB01 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32198996 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-ytUbt6ks1t5LL0P_xJ7wuj4qiSYc38w_uMIS9VztnOW Scale = 1:55.7 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1 13 23 3x6 3x6 3x4 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 32-2-12 32-2-12 5-1-14 5-1-14 27-0-14 21-11-0 32-2-12 5-1-14 5-1-140-1-40-1-85-0-612.00 12 Plate Offsets (X,Y)-- [4:0-2-8,Edge], [11:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.13 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 32-2-12. (lb) - Max Horz 1=-117(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 15, 16, 18, 20, 21, 22 except 1=-101(LC 4), 13=-376(LC 11), 12=-247(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 13, 2 except 14=366(LC 11), 15=508(LC 10), 16=476(LC 11), 18=481(LC 10), 20=486(LC 11), 21=454(LC 10), 22=276(LC 10), 12=657(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 10-15=-259/111 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 14, 15, 16, 18, 20, 21, 22 except (jt=lb) 1=101, 13=376, 12=247. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB02 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32198997 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-uGcLIol7ZUM3aJZM3k9Oz89BdFD7X?gHMgnZEOztnOU Scale = 1:69.9 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1 13 23 3x6 3x6 3x4 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 32-2-12 32-2-12 7-5-14 7-5-14 24-8-14 17-3-0 32-2-12 7-5-14 7-5-140-1-40-1-87-4-612.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-8], [4:0-2-8,Edge], [10:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.13 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 32-2-12. (lb) - Max Horz 1=-171(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 15, 16, 18, 20, 21 except 1=-256(LC 1), 2=-150(LC 6), 22=-139(LC 6), 14=-161(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 13, 12 except 2=492(LC 1), 15=446(LC 11), 16=498(LC 10), 18=476(LC 1), 20=489(LC 11), 21=449(LC 10), 22=399(LC 10), 14=362(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/276 WEBS 9-16=-260/110, 6-20=-251/109 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 13, 15, 16, 18, 20, 21 except (jt=lb) 1=256, 2=150, 22=139, 14=161. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB03 Truss Type GABLE Qty 1 Ply 2 196 West clay Job Reference (optional) I32198998 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-MSAjV7mlKoUwCT8ZdSgdWLiNJfbQGWCRbKX6mqztnOT Scale = 1:76.6 2 3 4 5 6 7 8 910 11 12 13 23 22 21 20 19 18 17 16 15 1 14 24 3x6 3x6 3x6 3x4 5x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 32-2-12 32-2-12 7-11-14 7-11-14 16-11-14 9-0-0 18-5-3 1-5-5 22-9-9 4-4-5 32-2-12 9-5-3 7-11-149-5-30-1-40-1-89-3-1112.00 12 Plate Offsets (X,Y)-- [5:0-2-8,Edge], [9:0-2-8,Edge], [11:0-4-4,0-1-12], [20:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.06 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 285 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-8, 9-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 32-2-12. (lb) - Max Horz 1=-216(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 19, 21, 13 except 1=-161(LC 4), 14=-370(LC 11), 22=-120(LC 6), 23=-146(LC 6), 15=-191(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 14, 2 except 16=451(LC 11), 17=492(LC 10), 19=481(LC 1), 21=476(LC 10), 22=481(LC 10), 23=308(LC 1), 15=456(LC 1), 13=602(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/275, 2-3=-295/100 WEBS 10-17=-255/79, 12-15=-283/242 NOTES-(16-17) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 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, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 19, 21, 13 except (jt=lb) 1=161, 14=370, 22=120, 23=146, 15=191. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 14) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 17) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).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. January 22,2018 Job 196_WEST_CLAY Truss PB03 Truss Type GABLE Qty 1 Ply 2 196 West clay Job Reference (optional) I32198998 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:36 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-MSAjV7mlKoUwCT8ZdSgdWLiNJfbQGWCRbKX6mqztnOT 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 196_WEST_CLAY Truss PB04 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32198999 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-JrHUwpo?rPkeSnIxkti5bmni_TGwkMJj2e0DqjztnOR Scale: 1/8"=1' 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1 14 24 3x6 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 32-2-12 32-2-12 5-9-10 5-9-10 14-9-10 9-0-0 20-7-6 5-9-12 32-2-12 11-7-6 5-9-1011-7-60-1-40-1-85-8-212.00 12 Plate Offsets (X,Y)-- [4:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.12 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 *Except* 9-17: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-17 REACTIONS.All bearings 32-2-12. (lb) - Max Horz 1=-265(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 14, 13 except 1=-298(LC 4), 2=-139(LC 5), 19=-138(LC 6), 23=-146(LC 6), 16=-166(LC 7), 15=-140(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14, 13 except 1=255(LC 5), 2=403(LC 1), 17=445(LC 1), 19=502(LC 10), 21=479(LC 1), 22=487(LC 10), 23=410(LC 10), 16=513(LC 11), 15=348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-364/397, 12-13=-273/172 WEBS 8-19=-261/186, 10-16=-265/215 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 21, 22, 14, 13 except (jt=lb) 1=298, 2=139, 19=138, 23=146, 16=166, 15=140. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB05 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199000 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-n1rs79pdcjsU3xt7IaDK7_KuEsc4TpHtHIlnN9ztnOQ Scale: 1/8"=1' 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1 13 23 24 3x6 5x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 32-2-12 32-2-12 3-5-10 3-5-10 12-5-10 9-0-0 20-7-6 8-1-12 32-2-12 11-7-6 3-5-1011-7-60-1-40-1-83-4-212.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [6:0-3-0,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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.13 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 *Except* 8-16: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16 REACTIONS.All bearings 32-2-12. (lb) - Max Horz 1=-266(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 13, 12 except 1=-335(LC 4), 2=-243(LC 5), 18=-180(LC 6), 15=-166(LC 7), 14=-139(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 12 except 1=319(LC 5), 2=425(LC 10), 16=369(LC 1), 18=528(LC 10), 20=386(LC 1), 21=322(LC 1), 22=292(LC 10), 15=513(LC 11), 14=347(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-403/420, 7-8=-152/266, 8-9=-150/274, 11-12=-278/207 WEBS 8-16=-301/0, 7-18=-279/228, 6-20=-254/117, 5-21=-252/124, 9-15=-265/215 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 20, 21, 22, 13, 12 except (jt=lb) 1=335, 2=243, 18=180, 15=166, 14=139. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB06 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199001 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-FEPELVpFN1_Lh5RKsHlZgBs3fGyNCGp0VyVKvbztnOP Scale: 1/8"=1' 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 1 14 23 24 3x6 3x6 4x6 3x6 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 32-2-12 32-2-12 1-1-10 1-1-10 10-1-10 9-0-0 20-7-6 10-5-12 32-2-12 11-7-6 1-1-1011-7-60-1-40-1-81-0-212.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [20:0-3-0,0-3-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.12 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 *Except* 9-17: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-17 REACTIONS.All bearings 32-2-12. (lb) - Max Horz 1=-265(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 14, 13 except 1=-258(LC 4), 2=-299(LC 5), 19=-172(LC 6), 20=-107(LC 6), 16=-165(LC 7), 15=-140(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14, 13 except 1=320(LC 5), 2=414(LC 10), 17=458(LC 1), 19=511(LC 10), 20=368(LC 1), 21=307(LC 1), 22=336(LC 10), 16=513(LC 11), 15=348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-404/372, 8-9=-88/266, 9-10=-104/277, 12-13=-257/219 WEBS 9-17=-304/0, 8-19=-260/220, 10-16=-265/215 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 21, 22, 14, 13 except (jt=lb) 1=258, 2=299, 19=172, 20=107, 16=165, 15=140. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB07 Truss Type GABLE Qty 3 Ply 1 196 West clay Job Reference (optional) I32199002 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-jQzcYrqu8K6CJE0WP?GoCPPEEgHYxj8AkcEtR1ztnOO Scale: 1/8"=1' 2 3 4 5 6 7 8 15 14 13 12 11 10 1 9 16 17 4x6 3x4 3x6 2x4 2x4 5x6 2x4 2x4 2x4 5x6 3x4 2x4 2x4 23-2-12 23-2-12 11-7-6 11-7-6 23-2-12 11-7-6 11-7-60-1-40-1-812.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-3-0,0-3-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.13 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 23-2-12. (lb) - Max Horz 1=-265(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 9 except 13=-163(LC 6), 15=-133(LC 6), 11=-162(LC 7), 1=-238(LC 4), 10=-133(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 1, 9, 8 except 12=388(LC 1), 13=509(LC 10), 15=339(LC 1), 11=509(LC 11), 10=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-350/360, 2-3=-260/146 WEBS 4-13=-260/212, 6-11=-260/212 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9 except (jt=lb) 13=163, 15=133, 11=162, 1=238, 10=133. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB08 Truss Type GABLE Qty 1 Ply 2 196 West clay Job Reference (optional) I32199003 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-BcX?mBrWveE3wObizin1lcyQ24engEIJzG_RzUztnON Scale: 1/8"=1' 2 3 4 5 6 7 8 15 14 13 12 11 10 1 9 16 17 4x6 3x4 3x6 2x4 2x4 5x6 2x4 2x4 2x4 5x6 2x4 2x4 3x4 23-2-12 23-2-12 11-7-6 11-7-6 23-2-12 11-7-6 11-7-60-1-40-1-812.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-3-0,0-3-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.06 0.07 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: 227 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-2-12. (lb) - Max Horz 1=-265(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 9 except 13=-163(LC 6), 15=-133(LC 6), 11=-162(LC 7), 10=-133(LC 7), 1=-238(LC 4) Max Grav All reactions 250 lb or less at joint(s) 2, 1, 9, 8 except 12=388(LC 1), 13=509(LC 10), 15=339(LC 1), 11=509(LC 11), 10=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-350/360, 2-3=-260/146 WEBS 4-13=-260/212, 6-11=-260/212 NOTES-(14-15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9 except (jt=lb) 13=163, 15=133, 11=162, 10=133, 1=238. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB09 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199004 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-fp5NzXs8gyMwYYAvXQIGIqUZkUz0PdUSCwj_WwztnOM Scale = 1:88.2 2 3 45 6 7 8 9 10 17 16 15 14 13 12 1 11 18 19 3x6 6x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 3x4 23-2-12 23-2-12 11-5-11 11-5-11 11-9-1 0-3-5 23-2-12 11-5-11 11-5-110-1-40-1-811-4-312.00 12 Plate Offsets (X,Y)-- [6:0-4-9,0-1-5], [8:0-3-0,0-3-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.13 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 *Except* 7-14: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS.All bearings 23-2-12. (lb) - Max Horz 1=-264(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 11 except 15=-155(LC 6), 17=-147(LC 6), 13=-170(LC 7), 12=-129(LC 7), 1=-242(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 10 except 2=264(LC 10), 14=381(LC 1), 15=507(LC 10), 17=359(LC 1), 13=508(LC 11), 12=330(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-347/362 WEBS 5-15=-258/205, 8-13=-261/220 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 11 except (jt=lb) 15=155, 17=147, 13=170, 12=129, 1=242. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB10 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199005 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-7?flBtsmRFUnAil557pVq11jjtIE878cQaTY2MztnOL Scale = 1:70.4 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 3x6 3x4 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-2-12 23-2-12 9-1-11 9-1-11 14-1-1 4-11-5 23-2-12 9-1-11 9-1-110-1-40-1-89-0-312.00 12 Plate Offsets (X,Y)-- [5:0-2-8,Edge], [7:0-4-4,0-1-12], [9:0-1-2,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.13 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 6-13 REACTIONS.All bearings 23-2-12. (lb) - Max Horz 1=-209(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 9 except 1=-138(LC 4), 10=-309(LC 11), 15=-140(LC 6), 16=-144(LC 6), 11=-184(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 10, 2 except 12=453(LC 11), 13=470(LC 10), 15=398(LC 10), 16=259(LC 10), 11=444(LC 11), 9=556(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/256, 2-3=-251/71 WEBS 8-11=-273/232 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 12, 13, 9 except (jt=lb) 1=138, 10=309, 15=140, 16=144, 11=184. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB11 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199006 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-7?flBtsmRFUnAil557pVq11kytIC85jcQaTY2MztnOL Scale = 1:51.4 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 10 17 3x6 3x4 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-2-12 23-2-12 6-9-11 6-9-11 16-5-1 9-7-5 23-2-12 6-9-11 6-9-110-1-40-1-86-8-312.00 12 Plate Offsets (X,Y)-- [4:0-2-8,Edge], [7:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.13 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-2-12. (lb) - Max Horz 1=-155(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 12, 13, 14, 9 except 1=-206(LC 1), 2=-128(LC 6), 16=-122(LC 6), 11=-158(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 10, 9 except 2=438(LC 1), 12=427(LC 11), 13=504(LC 10), 14=445(LC 10), 16=377(LC 10), 11=327(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-13=-266/112 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 10, 12, 13, 14, 9 except (jt=lb) 1=206, 2=128, 16=122, 11=158. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB12 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199007 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-bBC7OCtOCZcensKHerKkNFauIHeQtaSlfEC5apztnOK Scale = 1:39.8 2 3 4 5 6 7 8 9 15 14 13 12 11 1 10 16 3x6 3x4 2x4 5x6 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 3x4 23-2-12 23-2-12 4-5-11 4-5-11 18-9-1 14-3-5 23-2-12 4-5-11 4-5-110-1-40-1-84-4-312.00 12 Plate Offsets (X,Y)-- [4:0-2-8,Edge], [8:0-4-4,0-1-12], [14:0-3-0,0-3-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.13 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-2-12. (lb) - Max Horz 1=-101(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 11, 12, 13, 14, 15 except 10=-240(LC 11), 9=-180(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 10, 2, 15 except 11=329(LC 11), 12=508(LC 10), 13=484(LC 11), 14=456(LC 10), 9=496(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-12=-259/109 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 1, 2, 11, 12, 13, 14, 15 except (jt=lb) 10=240, 9=180. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB13 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199008 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-YaKupuvekAsM19UgmFNCSgfEz5L0LUg26YhCfhztnOI Scale = 1:77.7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 1 18 31 5x6 3x6 3x6 3x6 3x6 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 3x6 43-2-12 43-2-12 2-2-15 2-2-15 9-2-15 7-0-0 11-9-14 2-6-15 38-4-14 26-7-0 43-2-12 4-9-14 2-2-154-9-140-1-40-1-84-8-612.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [8:0-2-8,Edge], [16:0-4-4,0-1-12], [22:0-2-8,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.12 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6, 8-16. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 43-2-12. (lb) - Max Horz 1=-109(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 23, 24, 25, 27, 28, 29, 30 except 1=-103(LC 4), 18=-308(LC 1), 17=-206(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 18, 2, 30 except 19=381(LC 1), 20=510(LC 10), 21=474(LC 1), 23=482(LC 10), 24=480(LC 1), 25=481(LC 11), 27=482(LC 10), 28=362(LC 1), 29=333(LC 1), 17=533(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 15-20=-261/110, 5-29=-259/108 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 19, 20, 21, 23, 24, 25, 27, 28, 29, 30 except (jt=lb) 1=103, 18=308, 17=206. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB14 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199009 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-0muG0EwHVU_DeJ3sKzuR?tCQQVgq4y7CLCRlB7ztnOH Scale = 1:39.8 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1 11 3x6 3x6 3x4 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-2-12 23-2-12 2-1-11 2-1-11 21-1-1 18-11-5 23-2-12 2-1-11 2-1-110-1-40-1-82-0-312.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-8], [3:0-2-8,Edge], [9:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-2-12. (lb) - Max Horz 1=-47(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 12, 13, 14, 15, 17, 10 except 1=-185(LC 2) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 12, 10 except 2=385(LC 10), 13=342(LC 10), 14=314(LC 1), 15=321(LC 11), 17=320(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-13=-260/106 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 11, 2, 12, 13, 14, 15, 17, 10 except (jt=lb) 1=185. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss PB15 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199010 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-UySeEawvGo64GTd2tgPgX5kb?u0BpPKLarAIjaztnOG Scale = 1:75.8 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 1 17 3x6 3x6 3x6 5x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 3x6 43-2-12 43-2-12 2-5-14 2-5-14 40-8-14 38-3-0 43-2-12 2-5-14 2-5-140-1-40-1-82-4-612.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [12:0-2-0,0-1-8], [15:0-4-4,0-1-12], [26:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.08 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-15. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 43-2-12. (lb) - Max Horz 1=-55(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 2, 18, 19, 20, 21, 23, 24, 25, 27, 28, 29, 16 except 1=-168(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 17, 18, 16 except 2=385(LC 10), 19=343(LC 10), 20=314(LC 1), 21=322(LC 10), 23=320(LC 11), 24=320(LC 10), 25=320(LC 11), 27=320(LC 10), 28=324(LC 11), 29=305(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 14-19=-260/106 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 17, 2, 18, 19, 20, 21, 23, 24, 25, 27, 28, 29, 16 except (jt=lb) 1=168. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T01 Truss Type Common Qty 3 Ply 1 196 West clay Job Reference (optional) I32199011 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-y900RwxX15ExudCFROwv4IHdvIKEYrCUpVwsG0ztnOF Scale = 1:60.4 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 6x6 6x6 6-3-8 6-3-8 12-7-0 6-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 1-5-07-8-81-5-012.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.22 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=560/0-3-8, 6=560/0-3-8 Max Horz 8=-188(LC 4) Max Uplift8=-43(LC 6), 6=-43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/92, 3-4=-456/92, 2-8=-505/109, 4-6=-505/109 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T02 Truss Type Half Hip Qty 4 Ply 1 196 West clay Job Reference (optional) I32199012 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-y900RwxX15ExudCFROwv4IHi2IMQYsXUpVwsG0ztnOF Scale = 1:36.4 1 2 3 4 7 6 5 4x10 2x4 3x8 3x6 2x4 3-3-7 3-3-7 4-0-0 0-8-9 -1-0-0 1-0-0 3-3-7 3-3-7 4-0-0 0-8-9 1-7-05-5-014.00 12 Plate Offsets (X,Y)-- [3:0-8-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=229/0-3-8, 5=139/Mechanical Max Horz 7=170(LC 5) Max Uplift7=-27(LC 4), 5=-104(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=104. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T03 Truss Type Half Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199013 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-QLaOfGy9nPNoVnnR?5R8cWqtoiifHJne19fPoSztnOE Scale = 1:36.4 1 2 3 4 7 6 5 4x10 2x4 3x8 3x6 2x4 3-3-7 3-3-7 4-0-0 0-8-9 -1-0-0 1-0-0 3-3-7 3-3-7 4-0-0 0-8-9 1-7-05-5-014.00 12 Plate Offsets (X,Y)-- [3:0-8-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.39 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=229/0-3-8, 5=139/Mechanical Max Horz 7=170(LC 5) Max Uplift7=-27(LC 4), 5=-104(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=104. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T04 Truss Type Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199014 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-QLaOfGy9nPNoVnnR?5R8cWqqTiUPH7oe19fPoSztnOE Scale = 1:114.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 1526 27 28 29 30 31 32 33 8x8 4x6 8x8 3x6 5x6 8x8 6x6 6x6 6x6 5x8 3x6 6x6 6x6 6x6 8x8 6x8 3x6 6x8 4x6 4x6 5x6 5x10 MT18HS 5x10 MT18HS 7-2-0 7-2-0 19-0-12 11-10-12 30-11-8 11-10-12 42-10-4 11-10-12 54-9-0 11-10-12 61-11-0 7-2-0 -1-0-0 1-0-0 7-2-0 7-2-0 15-1-3 7-11-3 23-0-5 7-11-3 30-11-8 7-11-3 38-10-11 7-11-3 46-9-13 7-11-3 54-9-0 7-11-3 61-11-0 7-2-0 62-11-0 1-0-0 1-5-08-7-01-5-08-7-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-12], [3:0-6-0,0-3-8], [12:0-6-0,0-3-8], [13:0-3-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.99 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.50 -1.00 0.26 (loc) 20-22 20-22 15 l/defl >999 >736 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 437 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 4-24,10-16: 2x4 SP 2400F 2.0E, 6-20,9-20,2-25,13-15: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-6 max.): 3-12. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-24, 6-22, 9-18, 10-16 REACTIONS.(lb/size) 25=3018/0-3-8 (req. 0-4-12), 15=3018/0-3-8 (req. 0-4-12) Max Horz 25=-202(LC 4) Max Uplift25=-251(LC 5), 15=-251(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3531/361, 3-4=-2400/308, 4-5=-5008/573, 5-6=-5008/573, 6-7=-5889/672, 7-8=-5889/672, 8-9=-5889/672, 9-10=-5007/573, 10-11=-2397/308, 11-12=-2400/309, 12-13=-3530/361, 2-25=-2966/280, 13-15=-2966/280 BOT CHORD 24-25=-262/322, 24-26=-568/4290, 23-26=-568/4290, 23-27=-568/4290, 22-27=-568/4290, 22-28=-686/5454, 28-29=-686/5454, 21-29=-686/5454, 20-21=-686/5454, 19-20=-644/5455, 19-30=-644/5455, 30-31=-644/5455, 18-31=-644/5455, 18-32=-485/4287, 17-32=-485/4287, 17-33=-485/4287, 16-33=-485/4287, 15-16=-90/326 WEBS 3-24=-146/1993, 4-24=-2761/425, 4-22=-99/1653, 6-22=-1031/261, 6-20=-67/645, 7-20=-478/194, 9-20=-67/644, 9-18=-1034/262, 10-18=-100/1657, 10-16=-2759/424, 12-16=-146/1992, 2-24=-233/2077, 13-16=-242/2072 NOTES-(13-14) 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) WARNING: Required bearing size at joint(s) 25, 15 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=251, 15=251. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) 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. January 22,2018 Job 196_WEST_CLAY Truss T04 Truss Type Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199014 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:51 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-QLaOfGy9nPNoVnnR?5R8cWqqTiUPH7oe19fPoSztnOE 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss T05 Truss Type Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199015 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-uX8nscznYjVe7xMdZpyN9jMyP6tQ0YsnGpPzKvztnOD Scale = 1:116.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 1526 27 28 29 30 31 32 33 34 35 8x8 4x6 8x8 5x6 8x8 6x6 6x6 6x6 4x6 4x6 4x6 6x6 6x6 8x8 6x6 12x12 12x12 4x6 5x6 5x6 5x6 9-6-0 9-6-0 18-1-0 8-7-0 30-11-8 12-10-8 43-10-0 12-10-8 52-5-0 8-7-0 61-11-0 9-6-0 -1-0-0 1-0-0 4-10-4 4-10-4 9-6-0 4-7-12 18-1-0 8-7-0 26-8-0 8-7-0 35-3-0 8-7-0 43-10-0 8-7-0 52-5-0 8-7-0 57-0-12 4-7-12 61-11-0 4-10-4 62-11-0 1-0-0 1-5-010-11-01-5-010-11-012.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [3:0-2-6,0-3-1], [4:0-6-0,0-3-8], [5:0-2-8,0-3-0], [10:0-2-8,0-3-0], [11:0-6-0,0-3-8], [12:0-2-6,0-3-1], [13:Edge,0-2-12], [18:0-2-8,0-3-0], [22:0-2-8 ,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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.78 0.81 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -0.91 0.22 (loc) 20-22 20-22 15 l/defl >999 >813 n/a L/d 240 180 n/a PLATES MT20 Weight: 485 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP 2400F 2.0E *Except* 17-19,21-23: 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-24,10-16: 2x4 SP 2400F 2.0E 7-22,7-20,8-20,8-18,2-25,13-15: 2x4 SP No.1 3-25,12-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 4-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-22, 8-18 2 Rows at 1/3 pts 5-24, 10-16, 3-25, 12-15 REACTIONS.(lb/size) 25=3163/0-3-8, 15=3163/0-3-8 Max Horz 25=-257(LC 4) Max Uplift25=-199(LC 5), 15=-199(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1107/181, 3-4=-3496/374, 4-5=-2455/319, 5-6=-3977/446, 6-7=-3977/446, 7-8=-4810/466, 8-9=-3977/446, 9-10=-3977/446, 10-11=-2455/319, 11-12=-3496/374, 12-13=-1107/181, 2-25=-964/188, 13-15=-964/188 BOT CHORD 25-26=-372/2322, 26-27=-372/2322, 24-27=-372/2322, 24-28=-470/3977, 23-28=-470/3977, 22-23=-470/3977, 22-29=-540/4672, 21-29=-540/4672, 21-30=-540/4672, 20-30=-540/4672, 20-31=-509/4672, 19-31=-509/4672, 19-32=-509/4672, 18-32=-509/4672, 17-18=-380/3977, 17-33=-380/3977, 16-33=-380/3977, 16-34=-116/2322, 34-35=-116/2322, 15-35=-116/2322 WEBS 3-24=-101/287, 4-24=-135/2002, 5-24=-2458/336, 5-22=-33/1374, 7-22=-1130/204, 7-20=0/397, 8-20=0/397, 8-18=-1130/204, 10-18=-33/1374, 10-16=-2458/335, 11-16=-135/2002, 12-16=-101/287, 3-25=-2627/184, 12-15=-2627/184 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 25=199, 15=199. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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. January 22,2018 Job 196_WEST_CLAY Truss T05 Truss Type Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199015 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:52 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-uX8nscznYjVe7xMdZpyN9jMyP6tQ0YsnGpPzKvztnOD NOTES-(11-12) 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss T06 Truss Type Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199016 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-Nkh93xzPJ0dVl4xq6WUcixv5nWE2l46xVT8WsLztnOC Scale = 1:59.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 4x10 4x8 5x12 3x6 3x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 5x12 3x6 3x6 3x6 6-7-4 6-7-4 13-0-0 6-4-12 20-9-8 7-9-8 27-2-4 6-4-12 33-9-8 6-7-4 -1-0-0 1-0-0 6-7-4 6-7-4 13-0-0 6-4-12 20-9-8 7-9-8 27-2-4 6-4-12 33-9-8 6-7-4 34-9-8 1-0-0 0-9-05-1-00-9-05-1-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-5], [5:0-5-0,0-1-13], [9:0-0-0,0-3-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.93 0.72 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.51 0.16 (loc) 15-16 12-15 9 l/defl >999 >791 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-5-11, Right 2x4 SPF-S Stud 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size) 2=1412/0-3-8, 9=1412/0-3-8 Max Horz 2=44(LC 4) Max Uplift2=-120(LC 4), 9=-120(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2992/338, 3-4=-2912/365, 4-5=-2470/330, 5-6=-2311/336, 6-7=-2471/330, 7-8=-2911/365, 8-9=-2991/338 BOT CHORD 2-16=-282/2712, 15-16=-282/2712, 14-15=-180/2311, 13-14=-180/2311, 12-13=-180/2311, 11-12=-282/2712, 9-11=-282/2712 WEBS 4-15=-475/111, 5-15=0/418, 6-12=0/418, 7-12=-475/112 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) except (jt=lb) 2=120, 9=120. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T07 Truss Type COMMON Qty 3 Ply 1 196 West clay Job Reference (optional) I32199017 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-Nkh93xzPJ0dVl4xq6WUcixv8TWGEl3fxVT8WsLztnOC Scale = 1:58.8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x8 4x6 3x8 5x12 3x6 3x6 3x6 3x8 3x4 2x4 3x4 2x4 5x12 3x6 3x6 3x6 8-6-10 8-6-10 16-10-12 8-4-2 25-2-14 8-4-2 33-9-8 8-6-10 -1-0-0 1-0-0 8-6-10 8-6-10 16-10-12 8-4-2 25-2-14 8-4-2 33-9-8 8-6-10 34-9-8 1-0-0 0-9-06-4-90-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-5], [10:0-0-0,0-3-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.76 0.58 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.53 0.16 (loc) 12-14 12-14 10 l/defl >999 >761 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-6-0, Right 2x4 SPF-S Stud 4-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS.(lb/size) 2=1412/0-3-8, 10=1412/0-3-8 Max Horz 2=-56(LC 5) Max Uplift2=-103(LC 6), 10=-103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2963/368, 3-4=-2885/391, 4-5=-2115/298, 5-6=-2036/327, 6-7=-2036/327, 7-8=-2115/298, 8-9=-2885/391, 9-10=-2963/368 BOT CHORD 2-16=-296/2702, 15-16=-296/2702, 14-15=-296/2702, 13-14=-296/2702, 12-13=-296/2702, 10-12=-296/2702 WEBS 6-14=-28/785, 8-14=-896/169, 8-12=0/346, 4-14=-896/169, 4-16=0/346 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) except (jt=lb) 2=103, 10=103. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T08 Truss Type Roof Special Qty 1 Ply 1 196 West clay Job Reference (optional) I32199018 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-rwFXHH_14KlMMEW0gE?rE8SKPvbzUbs4j7u3PnztnOB Scale = 1:50.1 1 2 3 4 5 6 7 8 12 11 10 913 14 3x6 4x6 4x6 5x12 3x4 3x4 3x6 4x6 2x4 2x4 3x8 4x8 10-0-0 10-0-0 19-9-8 9-9-8 23-9-8 4-0-0 8-6-10 8-6-10 16-10-12 8-4-2 19-9-8 2-10-12 23-9-8 4-0-0 24-9-8 1-0-0 0-9-05-5-06-4-91-5-04.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-3-5], [6:0-4-4,0-2-0], [7:0-3-7,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.62 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.51 0.05 (loc) 10-12 10-12 9 l/defl >999 >557 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 7-9: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 4-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=989/Mechanical, 9=1112/0-3-8 Max Horz 1=129(LC 5) Max Uplift1=-65(LC 6), 9=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1997/247, 2-3=-1855/268, 3-4=-1788/247, 4-5=-1702/276, 5-6=-785/163, 6-7=-1120/140, 7-9=-1145/146 BOT CHORD 1-12=-152/1806, 11-12=-36/849, 11-13=-36/849, 13-14=-36/849, 10-14=-36/849 WEBS 3-12=-464/217, 5-12=-116/1032, 5-10=-310/100, 6-10=0/396, 7-10=-2/741 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T09 Truss Type Half Hip Qty 2 Ply 1 196 West clay Job Reference (optional) I32199019 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-rwFXHH_14KlMMEW0gE?rE8SThvkvUg?4j7u3PnztnOB Scale: 3/4"=1' 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 3x6 1-6-0 1-6-0 4-0-0 2-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 4-0-0 2-6-0 1-1-02-1-08.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=63(LC 5) Max Uplift5=-24(LC 5), 7=-38(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T10 Truss Type Half Hip Qty 2 Ply 1 196 West clay Job Reference (optional) I32199020 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-rwFXHH_14KlMMEW0gE?rE8STdvkyUg?4j7u3PnztnOB Scale = 1:20.0 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 3x6 2-6-0 2-6-0 4-0-0 1-6-0 -1-0-0 1-0-0 2-6-0 2-6-0 4-0-0 1-6-0 1-1-02-9-08.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=83(LC 5) Max Uplift5=-28(LC 5), 7=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T11 Truss Type Half Hip Qty 2 Ply 1 196 West clay Job Reference (optional) I32199021 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-J6pvUd?gretD_O5CExW4nM_dcJ4PD78EynddxEztnOA Scale: 1/2"=1' 1 2 3 4 7 6 5 5x6 3x4 2x4 3x4 3x6 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 3-6-0 3-6-0 4-0-0 0-6-0 1-1-03-5-08.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=139/Mechanical, 7=229/0-3-8 Max Horz 7=103(LC 5) Max Uplift5=-33(LC 5), 7=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199022 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-nJNHiz0Icx?4cYgPoe1JJZXk5jGDyO2NBRNATgztnO9 Scale = 1:119.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 1630 31 32 33 34 6x8 4x6 6x6 8x8 3x6 4x6 6x8 6x6 6x6 5x12 3x6 5x8 3x6 3x6 5x8 3x6 5x8 8x8 6x8 6x6 6x6 5x8 3x4 8x8 4x6 5x6 5x10 MT18HS 4-9-5 4-9-5 9-4-2 4-6-13 18-0-10 8-8-8 26-7-14 8-7-4 35-3-2 8-7-4 43-10-6 8-7-4 52-6-14 8-8-8 57-1-15 4-7-1 61-7-8 4-5-9 61-9-0 0-1-8 62-11-0 1-2-0 -1-0-01-0-0 4-9-54-9-5 9-4-24-6-13 18-0-108-8-8 26-7-148-7-4 35-3-28-7-4 43-10-68-7-4 52-6-148-8-8 57-1-154-7-1 61-9-04-7-1 62-9-01-0-0 62-11-0 0-2-0 63-11-0 1-0-0 1-5-01-7-010-9-21-5-010-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-4], [4:0-5-8,0-3-0], [11:0-3-4,0-2-12], [14:0-6-0,0-3-8], [17:0-2-8,0-3-0], [18:0-2-8,0-3-0], [27:0-2-8,0-3-0], [28:0-2-8,0-3-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.69 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.64 0.21 (loc) 22-24 22-24 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 496 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 4-25,7-25,7-22,10-22,10-19: 2x4 SP 2400F 2.0E 2-29,14-16: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-8 max.): 4-11, 13-14. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. WEBS 1 Row at midpt 4-25, 5-25, 7-25, 7-22, 8-22, 10-22 2 Rows at 1/3 pts 10-19 REACTIONS.All bearings 1-3-8 except (jt=length) 29=0-4-13 (input: 0-3-8). (lb) - Max Horz 29=-278(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 29=-202(LC 5), 17=-290(LC 4), 16=-1083(LC 10) Max Grav All reactions 250 lb or less at joint(s) 16 except 29=3059(LC 1), 17=4206(LC 1), 17=4206(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3355/283, 3-4=-3449/378, 4-5=-3890/455, 5-6=-3889/456, 6-7=-3889/456, 7-8=-4621/509, 8-9=-4621/509, 9-10=-4621/509, 10-11=-2342/314, 11-12=-3346/370, 12-13=-3128/264, 13-14=-44/482, 2-29=-2957/270, 14-16=-46/605 BOT CHORD 28-29=-256/275, 27-28=-354/2278, 27-30=-325/2390, 26-30=-325/2390, 25-26=-325/2390, 25-31=-537/4667, 24-31=-537/4667, 23-24=-537/4667, 23-32=-537/4667, 22-32=-537/4667, 22-33=-390/3908, 21-33=-390/3908, 20-21=-390/3908, 20-34=-390/3908, 19-34=-390/3908, 18-19=-83/2128 WEBS 3-28=-461/75, 3-27=-130/282, 4-27=-40/255, 4-25=-336/2355, 5-25=-533/226, 7-25=-1249/183, 7-24=0/475, 8-22=-507/203, 10-22=-179/1146, 10-21=0/487, 10-19=-2485/342, 11-19=-134/1908, 12-19=-134/410, 12-18=-647/87, 13-18=-139/2390, 13-17=-3007/242, 14-17=-675/115, 2-28=-101/2067 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 63-11-0 zone; cantilever left and right exposed ; end 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) WARNING: Required bearing size at joint(s) 29 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 29, 290 lb uplift at joint 17 and 1083 lb uplift at joint 16. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.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. January 22,2018 Job 196_WEST_CLAY Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199022 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:56 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-nJNHiz0Icx?4cYgPoe1JJZXk5jGDyO2NBRNATgztnO9 NOTES-(14-15) 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199023 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-FVxgvJ1wNF7xDiFbLMYYsn4u27bChoiWQ56k?6ztnO8 Scale = 1:124.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 171630 31 32 33 34 6x8 4x6 8x8 8x8 6x10 3x6 4x6 6x8 6x6 6x6 6x8 3x6 5x8 3x6 3x6 5x8 3x6 5x8 6x8 6x6 6x8 6x6 3x4 5x8 4x6 5x6 5x10 MT18HS 4-9-5 4-9-5 9-4-2 4-6-13 18-0-10 8-8-8 26-7-14 8-7-4 35-3-2 8-7-4 43-10-6 8-7-4 52-6-14 8-8-8 59-5-0 6-10-2 60-5-0 1-0-0 62-11-0 2-6-0 -1-0-0 1-0-0 4-9-5 4-9-5 9-4-2 4-6-13 18-0-10 8-8-8 26-7-14 8-7-4 35-3-2 8-7-4 43-10-6 8-7-4 52-6-14 8-8-8 59-5-0 6-10-2 60-5-0 1-0-0 62-11-0 2-6-0 63-11-0 1-0-0 1-5-03-11-010-9-21-5-010-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [4:0-5-8,0-3-0], [11:0-6-0,0-3-8], [13:0-7-4,0-2-12], [14:0-3-8,Edge], [17:0-2-8,0-3-0], [18:0-3-0,0-2-12], [19:0-2-8,0-2-8], [27:0-2-8,0-3-0], [28:0-2-8,0-3-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.71 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.70 0.23 (loc) 22-24 22-24 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 497 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 4-25,7-25,7-22,10-22,10-19: 2x4 SP 2400F 2.0E 2-29,14-16: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 4-11, 12-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-25, 5-25, 7-25, 7-22, 8-22, 10-22, 10-19 REACTIONS.(lb/size) 29=3120/0-3-8 (req. 0-4-14), 16=3092/0-3-8 (req. 0-4-14) Max Horz 29=255(LC 5) Max Uplift29=-205(LC 5), 16=-197(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3426/289, 3-4=-3528/384, 4-5=-3997/460, 5-6=-3996/461, 6-7=-3996/461, 7-8=-4831/524, 8-9=-4831/524, 9-10=-4831/524, 10-11=-2663/341, 11-12=-3820/374, 12-13=-2583/251, 13-14=-3097/260, 2-29=-3017/275, 14-16=-3147/274 BOT CHORD 28-29=-258/266, 27-28=-358/2328, 27-30=-329/2445, 26-30=-329/2445, 25-26=-329/2445, 25-31=-547/4825, 24-31=-547/4825, 23-24=-547/4825, 23-32=-547/4825, 22-32=-547/4825, 22-33=-405/4167, 21-33=-405/4167, 20-21=-405/4167, 20-34=-405/4167, 19-34=-405/4167, 18-19=-147/2753, 17-18=-97/2149 WEBS 3-28=-472/76, 3-27=-130/291, 4-27=-40/252, 4-25=-342/2434, 5-25=-533/226, 7-25=-1328/188, 7-24=0/474, 8-22=-510/204, 10-22=-173/1076, 10-21=0/482, 10-19=-2405/345, 11-19=-116/2132, 12-18=-2616/325, 13-18=-179/1987, 2-28=-104/2113, 14-17=-113/2249 NOTES-(13-14) 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) WARNING: Required bearing size at joint(s) 29, 16 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 29 and 197 lb uplift at joint 16. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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. January 22,2018 Job 196_WEST_CLAY Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199023 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:57 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-FVxgvJ1wNF7xDiFbLMYYsn4u27bChoiWQ56k?6ztnO8 NOTES-(13-14) 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199024 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-jhV27f1Y8ZForsqnv33nP_c30XzpQFAgelsHYYztnO7 Scale = 1:144.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 173334353637 6x10 8x8 7x16 MT18HS 4x6 6x6 8x8 6x10 3x6 4x6 6x8 6x6 5x6 5x6 6x8 4x10 3x4 3x4 4x10 3x4 4x10 5x12 6x6 6x6 6x6 3x6 5x8 4x6 5x6 5x6 4x6 4-8-13 4-8-13 9-3-1 4-6-5 16-3-1 7-0-0 18-4-2 2-1-1 26-4-13 8-0-11 34-5-8 8-0-11 42-6-3 8-0-11 50-6-14 8-0-11 57-1-0 6-6-2 58-1-0 1-0-0 62-11-0 4-10-0 -1-0-0 1-0-0 4-8-13 4-8-13 9-3-1 4-6-5 16-3-1 7-0-0 18-4-2 2-1-1 26-4-13 8-0-11 34-5-8 8-0-11 42-6-3 8-0-11 50-6-14 8-0-11 57-1-0 6-6-2 58-1-0 1-0-0 62-11-0 4-10-0 63-11-0 1-0-0 1-5-010-8-16-3-012-9-21-5-012-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [4:0-7-8,0-3-0], [6:1-2-0,0-3-8], [12:0-3-8,0-3-0], [14:0-7-8,0-3-0], [15:0-3-8,Edge], [18:0-2-8,0-3-0], [31:0-2-8,0-3-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.45 0.62 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.65 0.20 (loc) 23-26 23-26 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 599 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.1 *Except* 3-31,3-30,13-20,13-19,14-19,14-18,2-31,15-18: 2x3 SPF No.2 7-27,10-20: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-9 max.): 4-5, 6-12, 13-14. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-28, 5-27, 7-27, 7-23, 9-23, 10-23, 10-20, 13-20, 13-19 REACTIONS.(lb/size) 32=3098/0-3-8 (req. 0-4-14), 17=3076/0-3-8 (req. 0-4-13) Max Horz 32=301(LC 5) Max Uplift32=-91(LC 6), 17=-141(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3398/282, 3-4=-3493/379, 4-5=-3653/405, 5-6=-4593/531, 6-7=-3371/417, 7-8=-4074/467, 8-9=-4074/467, 9-10=-4074/467, 10-11=-2560/360, 11-12=-2563/360, 12-13=-3661/398, 13-14=-2589/275, 14-15=-3459/286, 2-32=-2998/269, 15-17=-3048/275 BOT CHORD 31-32=-291/296, 30-31=-299/2308, 30-33=-257/2424, 29-33=-257/2424, 28-29=-257/2424, 27-28=-332/3677, 27-34=-369/4022, 26-34=-369/4022, 25-26=-369/4022, 24-25=-369/4022, 24-35=-369/4022, 23-35=-369/4022, 23-36=-283/3614, 22-36=-283/3614, 21-22=-283/3614, 21-37=-283/3614, 20-37=-283/3614, 19-20=-71/2687, 18-19=-50/2367 WEBS 3-31=-458/70, 4-28=-248/2197, 5-28=-1749/250, 5-27=-1593/258, 6-27=-263/2775, 7-27=-1340/214, 7-26=0/471, 9-23=-484/188, 10-23=-131/892, 10-22=0/459, 10-20=-2018/278, 12-20=-126/2045, 13-19=-2338/255, 14-19=-139/1735, 14-18=-30/252, 2-31=-50/2100, 15-18=-60/2250 NOTES-(13-14) 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) WARNING: Required bearing size at joint(s) 32, 17 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 32 and 141 lb uplift at joint 17. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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. January 22,2018 Job 196_WEST_CLAY Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199024 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:58 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-jhV27f1Y8ZForsqnv33nP_c30XzpQFAgelsHYYztnO7 NOTES-(13-14) 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199025 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-Bu3QK?2AvsNfT?O_Tna0xC9BKwNg9iTptPbq4?ztnO6 Scale = 1:134.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 1630 31 32 33 34 35 8x10 8x8 7x16 MT18HS 4x6 5x6 8x8 6x10 3x6 5x6 5x8 6x6 6x8 4x10 3x4 3x4 4x10 3x4 4x10 6x8 5x6 5x8 6x8 3x6 6x8 4x6 5x6 5x6 6-11-1 6-11-1 13-11-1 7-0-0 18-4-2 4-5-1 26-4-13 8-0-11 34-5-8 8-0-11 42-6-3 8-0-11 50-6-14 8-0-11 54-9-0 4-2-2 55-9-0 1-0-0 62-11-0 7-2-0 -1-0-0 1-0-0 6-11-1 6-11-1 13-11-1 7-0-0 18-4-2 4-5-1 26-4-13 8-0-11 34-5-8 8-0-11 42-6-3 8-0-11 50-6-14 8-0-11 54-9-0 4-2-2 55-9-0 1-0-0 62-11-0 7-2-0 63-11-0 1-0-0 1-5-08-4-18-7-012-9-21-5-012-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-12], [3:0-8-0,0-3-8], [4:0-5-12,0-4-0], [5:1-2-0,0-3-8], [11:0-3-4,0-2-12], [12:0-4-0,0-3-4], [13:0-7-8,0-3-0], [14:0-3-8,0-1-12], [17:0-3-8,0-2-8], [27:0-2-4,0-2-4], [28:0-3-8,0-2-8] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.32 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.69 0.16 (loc) 22-24 22-24 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 575 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.1 *Except* 3-28,4-27,12-18,13-17: 2x4 SPF-S Stud 3-27,12-19,13-18,2-28,14-17: 2x3 SPF No.2 6-25,9-19: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-3 max.): 3-4, 5-11, 12-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-27, 4-25, 6-25, 6-22, 8-22, 9-22, 9-19, 12-19, 12-18 REACTIONS.(lb/size) 29=3162/0-3-8, 16=3167/0-3-8 Max Horz 29=301(LC 5) Max Uplift29=-91(LC 6), 16=-130(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3680/301, 3-4=-4336/412, 4-5=-4828/504, 5-6=-3420/414, 6-7=-4134/466, 7-8=-4134/466, 8-9=-4134/466, 9-10=-2623/358, 10-11=-2626/358, 11-12=-3669/425, 12-13=-2590/293, 13-14=-3694/304, 2-29=-3084/282, 14-16=-3090/284 BOT CHORD 28-29=-339/371, 28-30=-277/2482, 27-30=-277/2482, 26-27=-370/4372, 25-26=-370/4372, 25-31=-372/4083, 24-31=-372/4083, 23-24=-372/4083, 23-32=-372/4083, 22-32=-372/4083, 22-33=-287/3678, 21-33=-287/3678, 20-21=-287/3678, 20-34=-287/3678, 19-34=-287/3678, 19-35=-80/2677, 18-35=-80/2677, 17-18=-65/2499, 16-17=-78/351 WEBS 3-27=-212/2816, 4-27=-1958/221, 4-25=-1963/267, 5-25=-228/2960, 6-25=-1359/231, 6-24=0/472, 8-22=-479/186, 9-22=-131/886, 9-21=0/463, 9-19=-2013/270, 11-19=-172/2096, 12-18=-1956/171, 13-18=-105/1275, 13-17=0/492, 2-28=-150/2133, 14-17=-133/2159 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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 91 lb uplift at joint 29 and 130 lb uplift at joint 16. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.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. January 22,2018 Job 196_WEST_CLAY Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199025 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:13:59 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-Bu3QK?2AvsNfT?O_Tna0xC9BKwNg9iTptPbq4?ztnO6 NOTES-(12-13) 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199026 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-f4coYL3ogAVW49zA1U6FUPiG3Kh7uCOz63LOcRztnO5 Scale = 1:115.8 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 1325 26 27 28 29 3x4 5x6 6x8 4x6 6x8 6x6 6x10 4x6 4x8 5x12 2x4 4x8 2x4 2x4 4x10 4x6 5x6 4x8 3x6 6x6 4x6 4x6 4x6 9-1-2 9-1-2 17-1-13 8-0-11 25-2-8 8-0-11 33-3-3 8-0-11 41-3-14 8-0-11 46-6-4 5-2-6 47-6-4 1-0-0 53-8-0 6-1-12 0-4-12 0-4-12 9-1-2 8-8-6 17-1-13 8-0-11 25-2-8 8-0-11 33-3-3 8-0-11 41-3-14 8-0-11 46-6-4 5-2-6 47-6-4 1-0-0 53-8-0 6-1-12 54-8-0 1-0-0 3-8-07-6-1212-9-21-5-012-9-212.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-4], [2:0-5-8,0-3-0], [8:0-5-8,0-3-0], [9:0-3-0,0-2-12], [10:0-7-8,0-3-0], [11:0-3-0,0-1-12], [14:0-2-8,0-2-0], [23:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.99 0.50 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.38 0.10 (loc) 18-19 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 489 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.1 *Except* 1-23,9-16,9-15,10-15,10-14,11-14: 2x3 SPF No.2, 11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 2-8, 9-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-23, 2-21, 3-21, 5-21, 5-18, 6-18, 8-18, 9-16, 9-15 REACTIONS.(lb/size) 24=2608/Mechanical, 13=2693/0-3-8 (req. 0-4-4) Max Horz 24=-340(LC 4) Max Uplift24=-118(LC 5), 13=-100(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-2532/226, 1-2=-2574/271, 2-3=-2619/361, 3-4=-2617/361, 4-5=-2617/361, 5-6=-2840/377, 6-7=-2840/377, 7-8=-2843/377, 8-9=-3038/367, 9-10=-2200/254, 10-11=-3070/254, 11-13=-2640/245 BOT CHORD 23-24=-266/338, 22-23=-257/1683, 22-25=-257/1683, 21-25=-257/1683, 21-26=-323/3036, 20-26=-323/3036, 19-20=-323/3036, 19-27=-323/3036, 18-27=-323/3036, 18-28=-121/2125, 17-28=-121/2125, 16-17=-121/2125, 16-29=-51/2267, 15-29=-51/2267, 14-15=-39/2074 WEBS 1-23=-152/1728, 2-23=-255/164, 2-21=-283/1759, 3-21=-501/224, 5-21=-795/126, 5-19=0/456, 5-18=-423/118, 6-18=-491/213, 8-18=-252/1374, 8-16=-56/569, 9-15=-1725/136, 10-15=-77/1284, 10-14=0/286, 11-14=-78/1907 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 24 and 100 lb uplift at joint 13. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199027 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-8GAAlh4QRUdNiJYMaCdU0dEVsk0Jde66Kj4x8tztnO4 Scale = 1:117.0 1 2 3 4 5 6 7 8 9 10 11 12 13 1428 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 10x10 4x6 6x10 6x6 6x8 3x6 2x4 2x4 4x6 4x6 4x8 6x6 8x8 5x8 2x4 4x8 2x4 2x4 4x10 4x6 6x6 4x8 5x6 3x4 5x6 4x6 4x6 3-7-12 3-7-12 7-1-0 3-5-4 9-1-2 2-0-2 17-2-7 8-1-5 25-2-8 8-0-1 33-2-9 8-0-1 41-3-14 8-1-5 48-10-4 7-6-6 49-10-4 1-0-0 53-8-0 3-9-12 3-7-12 3-7-12 7-1-0 3-5-4 9-1-2 2-0-2 17-2-7 8-1-5 25-2-8 8-0-1 33-2-9 8-0-1 41-3-14 8-1-5 48-10-4 7-6-6 49-10-4 1-0-0 53-8-0 3-9-12 54-8-0 1-0-0 1-5-010-6-22-11-1212-9-21-5-02-3-012-9-212.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-4], [4:0-7-8,0-3-0], [10:0-7-8,0-3-0], [12:0-5-8,0-3-0], [13:0-3-4,0-1-4], [16:0-2-8,0-2-0], [24:0-2-8,0-2-8], [26:0-2-0,0-4-0], [27:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.51 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.40 0.18 (loc) 21-23 21-23 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 506 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.1 *Except* 2-27,2-26,24-26,4-26,11-18,11-17,12-17,12-16,1-27,13-16: 2x3 SPF No.2 1-28,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-13 max.): 4-10, 11-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-25, 4-24, 4-23, 5-23, 7-23, 7-20, 8-20, 10-20, 11-18, 11-17 REACTIONS.(lb/size) 28=2590/0-3-8 (req. 0-4-1), 15=2609/0-3-8 (req. 0-4-1) Max Horz 28=-309(LC 4) Max Uplift28=-129(LC 5), 15=-113(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2771/223, 2-3=-2948/315, 3-4=-2759/411, 4-5=-2596/374, 5-6=-2596/374, 6-7=-2596/374, 7-8=-2801/383, 8-9=-2801/383, 9-10=-2804/383, 10-11=-3043/343, 11-12=-2189/239, 12-13=-2817/240, 1-28=-2514/191, 13-15=-2609/240 BOT CHORD 27-28=-229/298, 26-27=-301/1902, 24-29=-218/1678, 23-29=-218/1678, 23-30=-295/3005, 22-30=-295/3005, 21-22=-295/3005, 21-31=-295/3005, 20-31=-295/3005, 20-32=-101/2080, 19-32=-101/2080, 18-19=-101/2080, 17-18=-64/2287, 16-17=-32/1931 WEBS 2-27=-490/78, 24-26=-313/2423, 4-26=-268/1489, 4-24=-1275/285, 4-23=-250/1710, 5-23=-502/211, 7-23=-784/113, 7-21=0/464, 7-20=-436/104, 8-20=-494/219, 10-20=-250/1389, 10-18=-2/485, 11-18=-251/186, 11-17=-2089/299, 12-17=-147/1611, 1-27=-79/1861, 13-16=-42/1922 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) WARNING: Required bearing size at joint(s) 28, 15 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 28 and 113 lb uplift at joint 15. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199028 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-8GAAlh4QRUdNiJYMaCdU0dEVSk0Idey6Kj4x8tztnO4 Scale = 1:126.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1631 30 29 28 27 26 25 24 23 22 21 20 19 1817 32 33 34 35 36 10x10 4x6 6x8 6x6 8x8 3x6 2x4 2x4 4x6 4x6 4x8 6x6 6x16 5x8 2x4 4x8 2x4 2x4 4x10 4x6 4x6 4x6 6x6 4x8 5x6 3x6 6x6 4x6 4x6 3-7-12 3-7-12 7-1-0 3-5-4 9-1-2 2-0-2 17-2-7 8-1-5 25-2-8 8-0-1 33-2-9 8-0-1 41-3-14 8-1-5 46-3-1 4-11-3 51-2-4 4-11-3 52-2-4 1-0-0 53-8-0 1-5-12 -1-0-0 1-0-0 3-7-12 3-7-12 7-1-0 3-5-4 9-1-2 2-0-2 17-2-7 8-1-5 25-2-8 8-0-1 33-2-9 8-0-1 41-3-14 8-1-5 46-3-1 4-11-3 51-2-4 4-11-3 52-2-4 1-0-0 53-8-0 1-5-12 54-8-0 1-0-0 1-5-010-6-20-7-1212-9-21-5-02-3-012-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-4], [5:0-7-8,0-3-0], [11:0-5-8,0-3-0], [14:0-6-0,0-3-8], [15:0-2-0,0-2-12], [18:0-2-8,0-2-0], [19:0-2-8,0-2-4], [20:0-2-8,0-2-0], [27:0-2-8,0-2-8], [29:0-4-8,0-2-12], [30:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.76 0.51 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.39 0.19 (loc) 24-26 24-26 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 506 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-27,5-26,6-26,8-26,8-24,8-23,9-23,11-23,11-21: 2x4 SP No.1 2-31: 2x4 SPF-S Stud, 15-17: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 5-11, 13-14. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-28, 5-27, 5-26, 6-26, 8-26, 8-23, 9-23, 11-23, 12-21 REACTIONS.(lb/size) 31=2670/0-3-8 (req. 0-4-3), 17=2690/0-3-8 (req. 0-4-4) Max Horz 31=-297(LC 4) Max Uplift31=-130(LC 5), 17=-114(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2779/228, 3-4=-2954/312, 4-5=-2780/407, 5-6=-2609/374, 6-7=-2609/374, 7-8=-2609/374, 8-9=-2831/383, 9-10=-2831/383, 10-11=-2834/383, 11-12=-3087/385, 12-13=-3310/297, 13-14=-2161/186, 14-15=-2227/193, 2-31=-2593/228, 15-17=-2790/238 BOT CHORD 30-31=-241/289, 29-30=-299/1899, 27-32=-216/1683, 26-32=-216/1683, 26-33=-291/3024, 25-33=-291/3024, 24-25=-291/3024, 24-34=-291/3024, 23-34=-291/3024, 23-35=-98/2105, 22-35=-98/2105, 21-22=-98/2105, 21-36=-36/2317, 20-36=-36/2317, 19-20=-77/2256, 18-19=-30/1539 WEBS 3-30=-488/70, 27-29=-314/2454, 5-29=-270/1519, 5-27=-1299/286, 5-26=-250/1723, 6-26=-503/212, 8-26=-795/113, 8-24=0/462, 8-23=-419/108, 9-23=-499/214, 11-23=-243/1385, 11-21=-75/636, 12-21=-378/190, 13-19=-2179/218, 14-19=-126/1774, 14-18=-444/0, 2-30=-61/1852, 15-18=-73/1778 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) WARNING: Required bearing size at joint(s) 31, 17 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 31 and 114 lb uplift at joint 17. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199029 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-cSkYy043CnlEKT7Y8v8jZqnfp8FIM5SFZNqUhKztnO3 Scale = 1:132.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 33 34 35 36 12x12 6x6 5x10 MT18HS 3x6 10x16 MT18HS 3x6 3x6 10x10 2x4 2x4 4x6 4x6 4x8 5x8 2x4 4x6 4x8 3x8 2x4 2x4 5x8 4x6 3x6 4x8 5x6 3x6 6x6 10x10 4x6 3-7-12 3-7-12 7-1-0 3-5-4 7-10-12 0-9-12 12-4-12 4-6-0 16-10-12 4-6-0 18-1-2 1-2-6 25-10-1 7-8-15 33-6-15 7-8-15 41-3-14 7-8-15 46-10-11 5-6-13 52-8-0 5-9-5 -1-0-0 1-0-0 3-7-12 3-7-12 7-1-0 3-5-4 7-10-12 0-9-12 12-4-12 4-6-0 16-10-12 4-6-0 18-1-2 1-2-6 25-10-1 7-8-15 33-6-15 7-8-15 41-3-14 7-8-15 46-10-11 5-6-13 52-8-0 5-9-5 1-5-09-3-1210-6-212-9-21-5-02-3-012-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-9-12,0-3-4], [8:0-7-4,Edge], [12:1-2-4,0-1-12], [17:0-2-8,0-2-0], [26:0-4-8,0-4-12], [29:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.78 0.91 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.50 0.28 (loc) 21-23 21-23 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 516 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-5,5-7,7-8: 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.1 *Except* 4-27,3-29,3-28,13-18,13-17,2-29,15-17,5-28: 2x3 SPF No.2 2-30,15-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-1 max.): 5-7, 8-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 26-27 2-2-0 oc bracing: 25-26. WEBS 1 Row at midpt 4-27, 7-24, 7-23, 9-23, 9-20, 11-20, 12-20, 13-18, 5-26, 6-26 REACTIONS.(lb/size) 30=2608/0-3-8 (req. 0-4-1), 16=2586/0-3-8 (req. 0-4-1) Max Horz 30=-276(LC 4) Max Uplift30=-100(LC 6), 16=-107(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2715/228, 3-4=-2894/311, 4-5=-2126/367, 5-6=-1664/279, 6-7=-2694/352, 7-8=-3363/441, 8-9=-2598/366, 9-10=-2661/368, 10-11=-2661/368, 11-12=-2662/368, 12-13=-2858/362, 13-14=-2803/244, 14-15=-2923/217, 2-30=-2532/228, 15-16=-2509/200 BOT CHORD 29-30=-254/267, 28-29=-238/1862, 26-31=-175/2254, 25-31=-175/2254, 25-32=-175/2254, 24-32=-175/2254, 23-24=-204/2708, 23-33=-224/2903, 22-33=-224/2903, 21-22=-224/2903, 21-34=-224/2903, 20-34=-224/2903, 20-35=-78/1933, 19-35=-78/1933, 18-19=-78/1933, 18-36=-56/1989, 17-36=-56/1989 WEBS 27-28=-860/96, 4-28=-60/803, 3-29=-481/67, 6-24=-127/1216, 7-24=-1089/133, 7-23=-1128/218, 8-23=-188/1860, 9-23=-743/117, 9-21=0/449, 9-20=-511/73, 11-20=-490/205, 12-20=-201/1434, 12-18=-68/411, 2-29=-44/1824, 15-17=-25/1858, 5-26=-1345/286, 6-26=-1616/247, 5-28=-284/2332, 26-28=-435/4344 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) WARNING: Required bearing size at joint(s) 30, 16 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 30 and 107 lb uplift at joint 16. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) 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. January 22,2018 Job 196_WEST_CLAY Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199029 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:02 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-cSkYy043CnlEKT7Y8v8jZqnfp8FIM5SFZNqUhKztnO3 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199030 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-4fIxAM5hz5t5xdilidfy62JwMYiI5XLPo1Z2DmztnO2 Scale = 1:117.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1630 29 28 27 26 25 24 23 22 21 20 19 18 17 31 32 33 34 35 6x6 6x6 6x8 4x6 6x8 4x6 3x4 8x10 2x4 2x4 4x6 4x6 4x6 6x8 6x8 6x6 4x8 4x8 2x4 2x4 5x8 4x6 4x6 4x6 5x6 3x6 5x8 4x6 3-3-7 3-3-7 7-1-0 3-9-9 11-2-11 4-1-11 15-4-6 4-1-11 18-1-2 2-8-12 25-10-1 7-8-15 33-6-15 7-8-15 41-3-14 7-8-15 46-10-11 5-6-13 52-8-0 5-9-5 -1-0-0 1-0-0 3-3-7 3-3-7 6-4-6 3-0-15 7-1-0 0-8-10 11-2-11 4-1-11 15-4-6 4-1-11 18-1-2 2-8-12 25-10-1 7-8-15 33-6-15 7-8-15 41-3-14 7-8-15 46-10-11 5-6-13 52-8-0 5-9-5 53-8-0 1-0-0 1-5-07-9-610-6-212-9-21-5-02-3-012-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-3-8,0-3-0], [8:0-5-8,0-3-0], [12:0-5-8,0-3-0], [15:0-3-8,0-1-4], [18:0-2-8,0-2-0], [26:0-3-8,0-3-0], [28:0-3-0,0-2-8], [29:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.41 0.47 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.42 0.11 (loc) 22-24 22-24 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 514 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.1 *Except* 3-29,3-28,4-28,26-28,6-28,6-25,13-19,13-18,2-29,15-18: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-12 max.): 4-7, 8-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-28, 6-26, 7-25, 7-24, 9-24, 9-21, 11-21, 12-21, 13-19 REACTIONS.(lb/size) 30=2509/0-3-8 (req. 0-3-15), 17=2620/0-3-8 (req. 0-4-2) Max Horz 30=-294(LC 4) Max Uplift30=-100(LC 6), 17=-101(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2541/219, 3-4=-2724/294, 4-5=-2058/259, 5-6=-2017/256, 6-7=-2846/359, 7-8=-3488/457, 8-9=-2519/369, 9-10=-2626/371, 10-11=-2626/371, 11-12=-2627/370, 12-13=-2830/361, 13-14=-2802/251, 14-15=-2934/225, 2-30=-2434/224, 15-17=-2533/239 BOT CHORD 29-30=-237/283, 28-29=-218/1705, 26-31=-171/2348, 25-31=-171/2348, 24-25=-197/2865, 24-32=-211/2851, 23-32=-211/2851, 22-23=-211/2851, 22-33=-211/2851, 21-33=-211/2851, 21-34=-64/1917, 20-34=-64/1917, 19-20=-64/1917, 19-35=-15/1980, 18-35=-15/1980, 17-18=-13/263 WEBS 5-28=-21/486, 3-29=-468/66, 3-28=-96/301, 4-28=-107/1206, 26-28=-195/2660, 6-28=-672/224, 6-26=-1014/144, 6-25=-100/1293, 7-25=-1269/120, 7-24=-1288/257, 8-24=-210/2038, 9-24=-787/132, 9-22=0/444, 9-21=-477/74, 11-21=-480/203, 12-21=-200/1390, 12-19=-63/412, 2-29=-38/1623, 15-18=-5/1744 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) WARNING: Required bearing size at joint(s) 30, 17 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 30 and 101 lb uplift at joint 17. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199031 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 16:07:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-rOocbEpWjPMTsQNRgYp0vbuQpEoHuK?cLRt95Bztkrc Scale = 1:88.2 1 2 3 4 5 6 7 8 9 10 11 1223 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 8x16 3x4 6x10 6x6 4x6 6x6 4x6 3x4 3x4 4x8 4x6 4x8 4x6 4x6 4x6 4x8 4x6 4x6 3x6 5x6 4x8 0-4-0 0-4-0 4-9-0 4-5-0 11-4-2 6-7-2 22-11-8 11-7-6 34-6-14 11-7-6 40-1-11 5-6-13 45-11-0 5-9-5 0-4-0 0-4-0 4-9-0 4-5-0 11-4-2 6-7-2 19-1-1 7-8-15 26-9-15 7-8-15 34-6-14 7-8-15 40-1-11 5-6-13 45-11-0 5-9-5 46-11-0 1-0-0 3-11-010-6-212-9-21-5-02-3-012-9-212.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-3-0], [8:0-3-8,0-3-0], [11:0-3-8,0-1-0], [14:0-2-8,0-2-0], [20:0-2-8,0-2-0], [23:Edge,0-4-8] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.68 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.39 0.05 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 401 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 4-19,5-19,5-17,7-17,7-15,8-15: 2x4 SP No.1, 11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 4-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-4 max.): 1-3, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 5-19, 7-15, 9-15 REACTIONS.(lb/size) 23=-760/Mechanical, 22=2935/Mechanical, 13=2253/0-3-8 (req. 0-3-9) Max Horz 23=-339(LC 4) Max Uplift 23=-760(LC 1), 22=-262(LC 5), 13=-65(LC 7) Max Grav 23=211(LC 5), 22=2935(LC 1), 13=2253(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-46/385, 3-4=-2274/303, 4-5=-1532/293, 5-6=-2149/316, 6-7=-2149/316, 7-8=-1607/286, 8-9=-2375/321, 9-10=-2298/221, 10-11=-2481/195, 11-13=-2165/215 BOT CHORD 22-23=-281/401, 2-22=-565/128, 19-20=-153/1394, 19-24=-202/2038, 18-24=-202/2038, 18-25=-202/2038, 17-25=-202/2038, 17-26=-169/2065, 16-26=-169/2065, 16-27=-169/2065, 15-27=-169/2065, 15-28=0/1664, 14-28=0/1664 WEBS 20-22=-170/1629, 3-22=-1758/226, 3-20=-864/151, 3-19=-11/264, 4-19=-75/1076, 5-19=-1037/211, 5-17=0/419, 7-17=0/337, 7-15=-945/217, 8-15=-98/1207, 11-14=0/1488 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 760 lb uplift at joint 23, 262 lb uplift at joint 22 and 65 lb uplift at joint 13. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199032 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-01Qhb27xUi7oBws7p1hQBTP9uLP1ZRmiFL29HeztnO0 Scale = 1:115.3 1 2 3 4 5 6 7 8 9 10 11 122423 22 21 20 19 18 17 16 15 14 13 25 26 27 8x8 3x4 6x10 6x8 4x6 6x6 4x6 2x4 2x4 4x6 6x6 4x6 4x8 2x4 2x4 4x8 4x8 4x6 4x6 3x6 5x6 4x6 0-4-0 0-4-0 2-5-0 2-1-0 11-4-2 8-11-2 19-1-1 7-8-15 26-9-15 7-8-15 34-6-14 7-8-15 40-1-11 5-6-13 45-11-0 5-9-5 0-4-0 0-4-0 2-5-0 2-1-0 11-4-2 8-11-2 19-1-1 7-8-15 26-9-15 7-8-15 34-6-14 7-8-15 40-1-11 5-6-13 45-11-0 5-9-5 46-11-0 1-0-0 1-7-010-6-212-9-21-5-02-3-012-9-212.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-3-0], [8:0-3-8,0-3-0], [11:0-3-8,0-1-0], [14:0-2-8,0-2-0], [21:0-2-8,0-3-0], [24:0-5-8,0-4-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.39 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.23 0.05 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 406 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 4-20,4-18,5-18,7-18,7-17,7-15,8-15: 2x4 SP No.1, 11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-0 max.): 1-3, 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 5-18, 7-18, 7-15, 9-15 REACTIONS.(lb/size) 24=-702/0-3-8, 23=2870/0-3-8, 13=2255/0-3-8 (req. 0-3-9) Max Horz 24=-310(LC 4) Max Uplift24=-702(LC 1), 23=-185(LC 5), 13=-65(LC 7) Max Grav 24=136(LC 5), 23=2870(LC 1), 13=2255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-25/640, 3-4=-2356/282, 4-5=-2056/331, 5-6=-2055/331, 6-7=-2055/331, 7-8=-1592/291, 8-9=-2354/327, 9-10=-2369/219, 10-11=-2495/193, 11-13=-2178/213 BOT CHORD 23-24=-257/345, 20-21=-106/1227, 19-20=-169/1537, 18-19=-169/1537, 18-25=-163/2108, 17-25=-163/2108, 16-17=-163/2108, 16-26=-163/2108, 15-26=-163/2108, 15-27=0/1674, 14-27=0/1674 WEBS 2-23=-725/79, 21-23=-160/1935, 3-23=-1347/226, 3-21=-1411/231, 3-20=-69/418, 4-20=0/301, 4-18=-202/1054, 5-18=-477/211, 7-17=0/442, 7-15=-1056/196, 8-15=-104/1193, 11-14=0/1505 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 lb uplift at joint 24, 185 lb uplift at joint 23 and 65 lb uplift at joint 13. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T23 Truss Type Piggyback Base Qty 2 Ply 1 196 West clay Job Reference (optional) I32199033 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-UE_3oO7ZF0Ffo4RKNlCfjgxKOllDIuVrU?oiq5ztnO? Scale = 1:102.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1424 25 26 27 28 4x6 6x8 4x6 6x6 4x6 3x6 4x6 4x6 4x6 4x6 4x8 2x4 2x4 4x8 4x8 4x6 4x6 5x6 3x6 5x6 4x6 5-9-5 5-9-5 11-4-2 5-6-13 19-1-7 7-9-5 26-9-9 7-8-1 34-6-14 7-9-5 40-1-11 5-6-13 45-11-0 5-9-5 -1-0-0 1-0-0 5-9-5 5-9-5 11-4-2 5-6-13 19-1-7 7-9-5 26-9-9 7-8-1 34-6-14 7-9-5 40-1-11 5-6-13 45-11-0 5-9-5 46-11-0 1-0-0 1-5-012-9-21-5-012-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-0], [5:0-5-8,0-3-0], [9:0-3-8,0-3-0], [12:0-3-8,0-1-0], [15:0-2-8,0-2-0], [22:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.88 0.39 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.23 0.07 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 411 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.1 *Except* 4-22,4-21,10-16,10-15,2-22,12-15: 2x3 SPF No.2 2-23,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 5-19, 6-19, 8-19, 8-16, 10-16 REACTIONS.(lb/size) 23=2302/0-3-8 (req. 0-3-10), 14=2291/0-3-8 (req. 0-3-10) Max Horz 23=-299(LC 4) Max Uplift23=-55(LC 6), 14=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2551/189, 3-4=-2337/215, 4-5=-2418/323, 5-6=-2139/325, 6-7=-2137/326, 7-8=-2137/326, 8-9=-1626/288, 9-10=-2400/323, 10-11=-2355/216, 11-12=-2538/190, 2-23=-2223/210, 12-14=-2213/210 BOT CHORD 22-23=-294/311, 22-24=-262/1714, 21-24=-262/1714, 20-21=-207/1626, 20-25=-207/1626, 19-25=-207/1626, 19-26=-185/2163, 18-26=-185/2163, 17-18=-185/2163, 17-27=-185/2163, 16-27=-185/2163, 16-28=0/1704, 15-28=0/1704 WEBS 5-21=-63/434, 5-19=-209/1025, 6-19=-479/202, 8-18=0/438, 8-16=-1093/212, 9-16=-99/1223, 2-22=0/1544, 12-15=-5/1533 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) WARNING: Required bearing size at joint(s) 23, 14 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 23 and 55 lb uplift at joint 14. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T24 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199034 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-UE_3oO7ZF0Ffo4RKNlCfjgxKUllDIuVrU?oiq5ztnO? Scale = 1:101.7 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1323 24 25 26 27 4x6 6x8 4x6 6x6 4x6 5x6 3x6 3x6 4x6 4x6 4x6 4x6 4x8 2x4 2x4 4x8 4x8 4x6 4x6 5x6 4x6 5-9-5 5-9-5 11-4-2 5-6-13 19-1-7 7-9-5 26-9-9 7-8-1 34-6-14 7-9-5 40-2-8 5-7-10 45-11-0 5-8-8 -1-0-0 1-0-0 5-9-5 5-9-5 11-4-2 5-6-13 19-1-7 7-9-5 26-9-9 7-8-1 34-6-14 7-9-5 40-2-8 5-7-10 45-10-3 5-7-10 45-11-0 0-0-13 1-5-012-9-21-5-012-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-0], [5:0-5-8,0-3-0], [9:0-3-8,0-3-0], [12:0-3-0,0-1-4], [14:0-2-8,0-2-0], [21:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.39 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.23 0.07 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 408 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.1 *Except* 12-13,2-22: 2x4 SPF-S Stud 4-21,4-20,10-15,10-14,12-14,2-21: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-0 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 5-18, 6-18, 8-18, 8-15, 10-15 REACTIONS.(lb/size) 13=2222/0-3-8, 22=2303/0-3-8 (req. 0-3-10) Max Horz 22=313(LC 5) Max Uplift13=-35(LC 4), 22=-55(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2551/189, 3-4=-2427/215, 4-5=-2419/323, 5-6=-2140/325, 6-7=-2138/326, 7-8=-2138/326, 8-9=-1627/288, 9-10=-2406/323, 10-11=-2414/211, 11-12=-2536/183, 12-13=-2146/172, 2-22=-2224/210 BOT CHORD 21-22=-307/294, 21-23=-275/1715, 20-23=-275/1715, 19-20=-220/1626, 19-24=-220/1626, 18-24=-220/1626, 18-25=-198/2165, 17-25=-198/2165, 16-17=-198/2165, 16-26=-198/2165, 15-26=-198/2165, 15-27=-38/1711, 14-27=-38/1711 WEBS 5-20=-63/434, 5-18=-209/1026, 6-18=-478/202, 8-17=0/438, 8-15=-1093/212, 9-15=-99/1226, 12-14=-23/1566, 2-21=0/1545 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) WARNING: Required bearing size at joint(s) 22 greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 13 and 55 lb uplift at joint 22. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T25 Truss Type Piggyback Base Qty 1 Ply 1 196 West clay Job Reference (optional) I32199035 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-yQYR0k8B0KOWQE0WxSkuGuUVO95d1KV?jfXFMXztnO_ Scale = 1:108.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222 23 24 25 4x6 6x8 4x6 6x6 6x6 3x4 3x6 4x6 4x6 4x6 4x6 4x8 2x4 2x4 4x8 4x8 6x6 6x6 5x6 4x6 5-9-5 5-9-5 11-4-2 5-6-13 19-1-7 7-9-5 26-9-9 7-8-1 34-6-14 7-9-5 43-6-3 8-11-5 45-7-8 2-1-5 -1-0-0 1-0-0 5-9-5 5-9-5 11-4-2 5-6-13 19-1-7 7-9-5 26-9-9 7-8-1 34-6-14 7-9-5 43-6-3 8-11-5 45-7-8 2-1-5 1-5-03-9-1312-9-23-9-1312-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-0], [5:0-5-8,0-3-0], [9:0-3-8,0-3-0], [11:Edge,0-2-4], [12:Edge,0-2-8], [13:0-2-0,0-2-4], [20:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.86 0.38 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.25 0.07 (loc) 14-16 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 403 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-19,5-17,6-17,8-17,8-16,8-14,9-14: 2x4 SP No.1, 2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-10 max.): 5-9, 10-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 5-17, 6-17, 8-17, 8-14 REACTIONS.(lb/size) 12=2134/Mechanical, 21=2277/0-3-8 (req. 0-3-9) Max Horz 21=344(LC 5) Max Uplift12=-36(LC 4), 21=-54(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2521/188, 3-4=-2397/214, 4-5=-2386/322, 5-6=-2101/324, 6-7=-2100/324, 7-8=-2100/324, 8-9=-1567/290, 9-10=-2380/264, 10-11=-1224/150, 11-12=-2087/123, 2-21=-2199/209 BOT CHORD 20-21=-337/291, 20-22=-307/1694, 19-22=-307/1694, 18-19=-252/1603, 18-23=-252/1603, 17-23=-252/1603, 17-24=-232/2107, 16-24=-232/2107, 15-16=-232/2107, 15-25=-232/2107, 14-25=-232/2107, 13-14=-77/1285 WEBS 5-19=-63/436, 5-17=-209/998, 6-17=-484/205, 8-16=0/432, 8-14=-1113/226, 9-14=-37/1072, 10-14=-144/380, 10-13=-2077/297, 11-13=-218/2451, 2-20=0/1525 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) WARNING: Required bearing size at joint(s) 21 greater than input bearing size. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 12 and 54 lb uplift at joint 21. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T26 Truss Type Roof Special Qty 1 Ply 1 196 West clay Job Reference (optional) I32199036 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-Qc5qD49pndWN2OaiVAF7p51gJYQbmnU8xJHptzztnNz Scale = 1:100.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1222 23 24 25 4x6 6x8 4x6 6x6 6x6 3x4 3x6 4x6 4x6 4x6 4x6 4x8 2x4 2x4 4x8 4x8 6x6 6x6 5x6 4x6 5-8-3 5-8-3 11-1-13 5-5-11 19-0-11 7-10-14 26-10-5 7-9-10 34-9-3 7-10-14 41-2-3 6-5-0 45-7-8 4-5-5 -1-0-0 1-0-0 5-8-3 5-8-3 11-1-13 5-5-11 19-0-11 7-10-14 26-10-5 7-9-10 34-9-3 7-10-14 41-2-3 6-5-0 45-7-8 4-5-5 1-5-06-1-1312-6-136-1-1312-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-0], [5:0-5-8,0-3-0], [9:0-3-8,0-3-0], [11:Edge,0-2-8], [12:Edge,0-2-8], [13:0-2-8,0-2-8], [20:0-2-8,0-2-0] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.85 0.40 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.27 0.07 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 404 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-19,5-17,6-17,8-17,8-16,8-14,9-14: 2x4 SP No.1, 2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-15 max.): 5-9, 10-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 4-19, 5-17, 6-17, 8-17, 8-14, 10-14, 10-13 REACTIONS.(lb/size) 12=2136/Mechanical, 21=2278/0-3-8 (req. 0-3-9) Max Horz 21=368(LC 5) Max Uplift12=-92(LC 5), 21=-52(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2516/187, 3-4=-2341/213, 4-5=-2393/319, 5-6=-2133/322, 6-7=-2131/323, 7-8=-2131/323, 8-9=-1564/281, 9-10=-2285/289, 10-11=-1472/181, 11-12=-2076/185, 2-21=-2199/208 BOT CHORD 20-21=-360/282, 20-22=-339/1691, 19-22=-339/1691, 18-19=-285/1610, 18-23=-285/1610, 17-23=-285/1610, 17-24=-272/2143, 16-24=-272/2143, 15-16=-272/2143, 15-25=-272/2143, 14-25=-272/2143, 13-14=-82/1506 WEBS 5-19=-60/428, 5-17=-209/1020, 6-17=-488/206, 8-16=0/448, 8-14=-1148/212, 9-14=-51/1106, 10-13=-1913/212, 11-13=-188/2454, 2-20=0/1526 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) WARNING: Required bearing size at joint(s) 21 greater than input bearing size. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 12 and 52 lb uplift at joint 21. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T27 Truss Type Half Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199037 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-Qc5qD49pndWN2OaiVAF7p51mNYSimxV8xJHptzztnNz Scale = 1:53.3 1 2 3 4 7 6 58 6x6 3x4 4x6 2x4 3x4 5x6 5-0-0 5-0-0 11-4-0 6-4-0 -1-0-0 1-0-0 5-0-0 5-0-0 11-4-0 6-4-0 1-7-07-5-014.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-2-11,Edge], [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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.27 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size) 5=506/Mechanical, 7=564/0-3-8 Max Horz 7=230(LC 5) Max Uplift5=-94(LC 5), 7=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-468/106, 2-7=-537/113 WEBS 3-5=-345/92 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 5 and 22 lb uplift at joint 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T28 Truss Type Half Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199038 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-Qc5qD49pndWN2OaiVAF7p51h7YSSmwC8xJHptzztnNz Scale = 1:67.6 1 2 3 4 7 6 58 3x6 6x6 3x4 3x4 6x6 6x6 6-8-9 6-8-9 11-4-0 4-7-7 -1-0-0 1-0-0 6-8-9 6-8-9 11-4-0 4-7-7 1-7-09-5-014.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-0], [3:0-2-11,Edge], [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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.80 0.28 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS.(lb/size) 5=512/Mechanical, 7=544/0-3-8 Max Horz 7=290(LC 5) Max Uplift5=-126(LC 5), 7=-7(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-425/105, 2-7=-486/116 BOT CHORD 6-7=-325/273 WEBS 3-6=-14/261, 3-5=-386/121, 2-6=-122/306 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 5 and 7 lb uplift at joint 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T29 Truss Type Common Qty 4 Ply 1 196 West clay Job Reference (optional) I32199039 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-vpfCQQASYxeEgY9v2tmMLJZuoynAVPYHAz0MQQztnNy Scale = 1:88.7 1 2 3 4 7 6 5 4x6 5x8 3x4 3x4 3x8 8x8 8-3-4 8-3-4 11-4-0 3-0-12 -1-0-0 1-0-0 8-3-4 8-3-4 11-4-0 3-0-12 1-7-011-2-137-7-1514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [3:Edge,0-1-14], [4:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.38 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 -0.01 (loc) 6-7 6-7 5 l/defl >999 >543 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 *Except* 2-6,4-6: 2x3 SPF No.2, 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-6, 2-6 REACTIONS.(lb/size) 7=514/0-3-8, 5=438/Mechanical Max Horz 7=365(LC 5) Max Uplift7=-6(LC 7), 5=-80(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/121, 2-7=-437/124, 4-5=-442/91 BOT CHORD 6-7=-469/364 WEBS 2-6=-196/434, 4-6=-144/298 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 2 = 0% 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 7 and 80 lb uplift at joint 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T30 Truss Type Half Hip Qty 3 Ply 1 196 West clay Job Reference (optional) I32199040 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-vpfCQQASYxeEgY9v2tmMLJZ1mysgVSgHAz0MQQztnNy Scale = 1:24.4 1 2 3 4 6 5 7 3x4 2x4 3x4 2x4 3x6 1-6-14 1-6-14 2-0-0 0-5-2 -1-0-0 1-0-0 1-6-14 1-6-14 2-0-0 0-5-2 1-7-03-5-014.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=54/Mechanical, 6=162/0-3-8 Max Horz 6=110(LC 5) Max Uplift5=-150(LC 5), 6=-44(LC 4) Max Grav 5=98(LC 13), 6=162(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 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) 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 5 and 44 lb uplift at joint 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 51 lb up at 1-10-12 on top chord, and 10 lb down and 25 lb up at 1-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 4=-5(F) 7=-2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T31 Truss Type Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199041 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-N?DaemB4JFm5Hik5cbHbuW68aM9tEuURPdmwysztnNx Scale = 1:53.4 1 2 3 4 5 6 11 10 9 8 712 6x6 4x6 2x4 3x6 3x4 5x6 2x4 5x6 3x8 5-0-0 5-0-0 11-6-8 6-6-8 16-6-8 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 11-6-8 6-6-8 16-6-8 5-0-0 17-6-8 1-0-0 1-7-07-5-01-7-07-5-014.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-2-11,Edge], [4:0-3-2,0-2-0], [5:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.22 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size) 11=790/0-3-8, 7=766/0-3-8 Max Horz 11=-192(LC 4) Max Uplift11=-40(LC 6), 7=-40(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-705/118, 3-4=-368/143, 4-5=-675/118, 2-11=-760/120, 5-7=-731/120 BOT CHORD 9-12=-88/388, 8-12=-88/388 WEBS 2-9=-67/349, 5-8=-69/326 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 40 lb uplift at joint 11 and 40 lb uplift at joint 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T32 Truss Type Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199042 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-N?DaemB4JFm5Hik5cbHbuW60vM9LEufRPdmwysztnNx Scale = 1:67.8 1 2 3 4 56 11 10 9 8 7 5x6 4x6 3x4 3x6 3x4 4x8 6x8 3x4 6x6 6-8-9 6-8-9 9-9-15 3-1-6 16-6-8 6-8-9 -1-0-0 1-0-0 6-8-9 6-8-9 9-9-15 3-1-6 16-6-8 6-8-9 17-6-8 1-0-0 1-7-09-5-01-7-09-5-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-4,0-0-12], [4:0-3-2,0-2-0], [5:0-3-4,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.84 0.25 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size) 11=719/0-3-8, 7=719/0-3-8 Max Horz 11=-240(LC 4) Max Uplift11=-41(LC 6), 7=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-613/128, 3-4=-293/172, 4-5=-613/128, 2-11=-653/130, 5-7=-653/130 BOT CHORD 10-11=-288/301, 9-10=-288/301, 8-9=-70/293 WEBS 2-9=-90/281, 5-8=-93/283 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 41 lb uplift at joint 11 and 41 lb uplift at joint 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T33 Truss Type Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199043 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-N?DaemB4JFm5Hik5cbHbuW65QM6QEtZRPdmwysztnNx Scale = 1:81.2 12 3 4 5 10 9 8 7 6 6x6 4x6 6x8 3x4 3x6 3x4 3x8 6x8 3x4 7-8-6 7-8-6 8-10-2 1-1-13 16-6-8 7-8-6 -1-0-0 1-0-0 7-8-6 7-8-6 8-10-2 1-1-13 16-6-8 7-8-6 1-7-010-6-121-7-010-6-1214.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-2-11,Edge], [4:0-3-2,0-2-0], [5:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.55 0.44 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 3-7,2-10,5-6: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 4-7 REACTIONS.(lb/size) 10=721/0-3-8, 6=648/0-3-8 Max Horz 10=282(LC 5) Max Uplift10=-39(LC 6), 6=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-616/130, 3-4=-284/191, 4-5=-605/118, 2-10=-650/131, 5-6=-576/97 BOT CHORD 9-10=-366/339, 8-9=-366/339, 7-8=-66/277 WEBS 4-7=-179/271, 2-8=-121/361 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16% 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 39 lb uplift at joint 10 and 27 lb uplift at joint 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T34 Truss Type Roof Special Qty 1 Ply 1 196 West clay Job Reference (optional) I32199044 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-rBnyr5Bi4YuyvrJHAIoqQkfKJmUCzMuaeHVTUIztnNw Scale = 1:25.7 1 2 3 4 5 6 7 3x8 3x4 3x4 4x6 5x6 4x6 3x4 3x4 6-9-12 6-9-12 13-11-0 7-1-4 6-9-12 6-9-12 13-11-0 7-1-4 14-11-0 1-0-0 0-10-33-1-70-9-01-1-104.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-11,0-1-8], [5:0-2-2,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.28 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.02 (loc) 5-7 5-7 5 l/defl >999 >588 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-7-6, Right 2x4 SPF-S Stud 3-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 1=29(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 Max Grav All reactions 250 lb or less at joint(s) except 1=420(LC 1), 7=275(LC 2), 5=493(LC 1), 5=493(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-824/299, 2-3=-740/315, 3-4=-740/314, 4-5=-824/299 BOT CHORD 1-7=-236/724, 5-7=-236/724 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 1, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T35 Truss Type Roof Special Qty 4 Ply 1 196 West clay Job Reference (optional) I32199045 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-rBnyr5Bi4YuyvrJHAIoqQkfJDmT4zKlaeHVTUIztnNw Scale = 1:25.8 1 2 3 4 5 6 7 4x8 3x4 3x4 4x6 5x6 5x6 3x4 3x4 6-9-12 6-9-12 13-11-0 7-1-4 6-9-12 6-9-12 13-11-0 7-1-4 14-11-0 1-0-0 0-10-33-1-70-9-01-1-104.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-13,Edge], [5:0-1-11,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.35 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.19 0.06 (loc) 5-7 5-7 5 l/defl >999 >892 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-7-6, Right 2x4 SPF-S Stud 3-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=550/Mechanical, 5=618/0-3-8 Max Horz 1=29(LC 4) Max Uplift1=-28(LC 6), 5=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1345/185, 2-3=-1248/200, 3-4=-1248/199, 4-5=-1344/186 BOT CHORD 1-7=-128/1211, 5-7=-129/1211 WEBS 3-7=0/544 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T36 Truss Type Common Qty 5 Ply 1 196 West clay Job Reference (optional) I32199046 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-rBnyr5Bi4YuyvrJHAIoqQkfM2mVkzLQaeHVTUIztnNw Scale = 1:21.8 1 2 3 4 5 6 7 4x6 3x8 3x4 3x8 3x4 2x4 5-8-4 5-8-4 11-4-8 5-8-4 -1-0-0 1-0-0 5-8-4 5-8-4 11-4-8 5-8-4 0-9-02-7-120-9-04.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [6:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-11-14, Right 2x4 SPF-S Stud 2-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=452/Mechanical, 2=518/0-3-8 Max Horz 2=-25(LC 5) Max Uplift6=-23(LC 7), 2=-56(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-725/126, 3-4=-637/137, 4-5=-637/136, 5-6=-709/124 BOT CHORD 2-7=-62/604, 6-7=-62/604 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T37 Truss Type Half Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199047 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-JOLK3RCKrs0pX?uTk0J3zxBYFAuRiphkswF00kztnNv Scale: 3/4"=1' 1 2 3 4 6 5 3x4 2x4 3x4 2x4 3x6 1-0-0 1-0-0 2-0-0 1-0-0 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 1-1-02-1-08.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=47/Mechanical, 6=161/0-3-8 Max Horz 6=63(LC 5) Max Uplift5=-29(LC 5), 6=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T38 Truss Type Half Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199048 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-JOLK3RCKrs0pX?uTk0J3zxBYFAudipbkswF00kztnNv Scale = 1:14.5 1 2 3 4 7 6 5 4x6 2x4 2x4 3x8 3x4 3x6 1-1-8 1-1-8 2-0-0 0-10-8 -1-0-0 1-0-0 1-1-8 1-1-8 2-0-0 0-10-8 1-1-01-10-08.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=47/Mechanical, 7=161/0-3-8 Max Horz 7=56(LC 5) Max Uplift5=-25(LC 5), 7=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 1-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss T39 Truss Type Half Hip Qty 1 Ply 1 196 West clay Job Reference (optional) I32199049 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-JOLK3RCKrs0pX?uTk0J3zxBYIAufipkkswF00kztnNv Scale = 1:10.4 1 2 3 6 5 4 2x4 2x4 3x4 4x8 3x4 1-0-0 1-0-0 2-0-0 1-0-0 -1-0-0 1-0-0 0-1-8 0-1-8 2-0-0 1-10-8 1-1-01-2-08.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 4=47/Mechanical, 6=161/0-3-8 Max Horz 6=49(LC 5) Max Uplift4=-12(LC 5), 6=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 1-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199050 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-navjGnDycA8g89TgHjrIV9kebZBQRD4t5a_aZBztnNu Scale = 1:45.8 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 4x8 4x6 3x4 3x4 4x6 4x8 4x6 4x6 4-10-0 4-10-0 7-9-0 2-11-0 12-7-0 4-10-0 -1-0-0 1-0-0 4-10-0 4-10-0 7-9-0 2-11-0 12-7-0 4-10-0 13-7-0 1-0-0 1-5-06-3-01-5-06-3-012.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-6-4,0-1-12], [4:0-4-4,0-1-12], [5:0-2-12,0-1-8] 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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.17 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.03 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=887/0-3-8, 7=887/0-3-8 Max Horz 10=152(LC 4) Max Uplift10=-511(LC 5), 7=-511(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-748/502, 3-11=-457/403, 4-11=-457/403, 4-5=-752/504, 2-10=-752/448, 5-7=-756/450 BOT CHORD 9-14=-353/454, 8-14=-353/454 WEBS 2-9=-319/347, 5-8=-324/352 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) except (jt=lb) 10=511, 7=511. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 125 lb up at 4-10-0, and 65 lb down and 125 lb up at 6-3-8, and 58 lb down and 125 lb up at 7-9-0 on top chord, and 115 lb down and 123 lb up at 2-0-12, 119 lb down and 116 lb up at 4-0-12, 34 lb down and 38 lb up at 4-10-12, 34 lb down and 38 lb up at 6-3-8, 34 lb down and 38 lb up at 7-8-4, and 119 lb down and 116 lb up at 8-6-4, and 115 lb down and 123 lb up at 10-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199050 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:13 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-navjGnDycA8g89TgHjrIV9kebZBQRD4t5a_aZBztnNu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-39(B) 4=-39(B) 9=-22(B) 8=-22(B) 11=-39(B) 12=-115(B) 13=-119(B) 14=-22(B) 15=-119(B) 16=-115(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss TG02 Truss Type Half Hip Girder Qty 5 Ply 1 196 West clay Job Reference (optional) I32199051 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-navjGnDycA8g89TgHjrIV9kjeZDfRGDt5a_aZBztnNu Scale: 1/2"=1' 1 2 3 4 7 6 5 8 9 4x8 2x4 4x6 2x4 3x4 3x6 1-6-14 1-6-14 4-0-0 2-5-2 -1-0-0 1-0-0 1-6-14 1-6-14 4-0-0 2-5-2 1-7-03-5-014.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=135/Mechanical, 7=225/0-3-8 Max Horz 7=108(LC 4) Max Uplift5=-109(LC 4), 7=-88(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=109. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 33 lb up at 1-6-14, and 38 lb down and 51 lb up at 2-0-12 on top chord, and 4 lb down and 32 lb up at 1-6-14, and 3 lb down and 37 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=4(B) 9=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 196 West clay Job Reference (optional) I32199052 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-gL8D69GTgOe5dmmRWZvFg?vGfBQ6NuUT0CyniyztnNq Scale = 1:109.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5253 5455 56 57 58 596061 62 63 64 65 66 67 5x6 4x6 5x6 12x12 4x6 6x10 6x6 6x6 5x8 5x8 5x6 5x8 5x8 6x6 6x6 6x10 12x12 4x6 4x6 4x6 5x10 MT18HS5x10 MT18HS 4-10-0 4-10-0 15-3-6 10-5-6 25-8-13 10-5-6 36-2-3 10-5-6 46-7-10 10-5-6 57-1-0 10-5-6 61-11-0 4-10-0 -1-0-0 1-0-0 4-10-0 4-10-0 13-6-8 8-8-8 22-3-0 8-8-8 30-11-8 8-8-8 39-8-0 8-8-8 48-4-8 8-8-8 57-1-0 8-8-8 61-11-0 4-10-0 62-11-0 1-0-0 1-5-06-3-01-5-06-3-012.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-12], [12:0-3-4,0-2-12], [15:Edge,0-11-8], [26:Edge,0-11-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.76 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.60 -0.98 0.23 (loc) 19-22 18-19 15 l/defl >999 >755 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 843 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 17-20,21-24: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-25,6-23,9-18,10-16: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-8 max.): 3-12. BOT CHORD Structural wood sheathing directly applied or 7-4-12 oc bracing. WEBS 1 Row at midpt 4-25, 10-16 REACTIONS.(lb/size) 26=4003/0-3-8, 15=3593/0-3-8 Max Horz 26=-148(LC 3) Max Uplift26=-2172(LC 4), 15=-1213(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4454/2502, 3-27=-3136/1842, 27-28=-3135/1842, 28-29=-3134/1841, 29-30=-3134/1841, 4-30=-3133/1840, 4-31=-7863/4356, 31-32=-7863/4356, 32-33=-7863/4356, 5-33=-7863/4356, 5-6=-7863/4356, 6-34=-10296/5363, 34-35=-10296/5363, 35-36=-10296/5363, 36-37=-10296/5363, 7-37=-10296/5363, 7-38=-10532/4893, 38-39=-10532/4893, 8-39=-10532/4893, 8-9=-10532/4893, 9-10=-7636/3119, 10-11=-2834/1080, 11-12=-2837/1080, 12-13=-4041/1448, 2-26=-3882/2098, 13-15=-3539/1213 BOT CHORD 25-42=-4117/7243, 42-43=-4117/7243, 43-44=-4117/7243, 24-44=-4117/7243, 24-45=-4117/7243, 45-46=-4117/7243, 46-47=-4117/7243, 23-47=-4117/7243, 23-48=-5295/9759, 48-49=-5295/9759, 49-50=-5295/9759, 50-51=-5295/9759, 51-52=-5295/9759, 52-53=-5295/9759, 53-54=-5295/9759, 22-54=-5295/9759, 22-55=-5434/10729, 21-55=-5434/10729, 21-56=-5434/10729, 56-57=-5434/10729, 57-58=-5434/10729, 58-59=-5434/10729, 59-60=-5434/10729, 20-60=-5434/10729, 20-61=-5434/10729, 19-61=-5434/10729, 19-62=-4417/9796, 62-63=-4417/9796, 63-64=-4417/9796, 64-65=-4417/9796, 18-65=-4417/9796, 18-66=-2771/6955, 17-66=-2771/6955, 17-67=-2771/6955, 16-67=-2771/6955 WEBS 3-25=-1387/2615, 4-25=-4975/2776, 4-23=-893/2157, 6-23=-2472/1235, 6-22=-178/1048, 7-22=-655/116, 7-19=-304/824, 9-19=-903/1436, 9-18=-2818/1747, 10-18=-1050/2371, 10-16=-4992/2147, 12-16=-895/2421, 2-25=-1681/2933, 13-16=-961/2661 NOTES-(15-16) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. January 22,2018 Job 196_WEST_CLAY Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 196 West clay Job Reference (optional) I32199052 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:17 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-gL8D69GTgOe5dmmRWZvFg?vGfBQ6NuUT0CyniyztnNq NOTES-(15-16) 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=2172, 15=1213. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 125 lb up at 4-10-0, 65 lb down and 125 lb up at 6-10-12, 65 lb down and 125 lb up at 8-10-12, 65 lb down and 125 lb up at 10-10-12, 65 lb down and 125 lb up at 12-10-12, 65 lb down and 125 lb up at 14-10-12, 65 lb down and 125 lb up at 16-10-12, 65 lb down and 125 lb up at 18-10-12, 65 lb down and 125 lb up at 20-10-12, 65 lb down and 125 lb up at 22-10-12, 65 lb down and 125 lb up at 24-10-12, 65 lb down and 125 lb up at 26-10-12, 65 lb down and 125 lb up at 28-10-12, 65 lb down and 125 lb up at 30-10-12, 65 lb down and 125 lb up at 32-10-12, and 65 lb down and 125 lb up at 34-10-12, and 65 lb down and 125 lb up at 36-10-12 on top chord, and 115 lb down and 123 lb up at 2-0-12, 119 lb down and 116 lb up at 4-0-12, 34 lb down and 38 lb up at 4-10-12, 34 lb down and 38 lb up at 6-10-12, 34 lb down and 38 lb up at 8-10-12, 34 lb down and 38 lb up at 10-10-12, 34 lb down and 38 lb up at 12-10-12, 34 lb down and 38 lb up at 14-10-12, 34 lb down and 38 lb up at 16-10-12, 34 lb down and 38 lb up at 18-10-12, 34 lb down and 38 lb up at 20-10-12, 34 lb down and 38 lb up at 22-10-12, 34 lb down and 38 lb up at 24-10-12, 34 lb down and 38 lb up at 26-10-12, 34 lb down and 38 lb up at 28-10-12, 34 lb down and 38 lb up at 30-10-12, 34 lb down and 38 lb up at 32-10-12, 34 lb down and 38 lb up at 34-10-12, and 34 lb down and 38 lb up at 36-10-12, and 623 lb down and 166 lb up at 38-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-12=-60, 12-13=-60, 13-14=-60, 26-44=-20, 44-46=-60, 46-50=-20, 50-53=-60, 53-57=-20, 57-59=-60, 59-64=-20, 64-65=-60, 65-66=-20, 66-67=-60, 15-67=-20 Concentrated Loads (lb) Vert: 3=-39(F) 5=-39(F) 25=-22(F) 7=-39(F) 8=-39(F) 27=-39(F) 28=-39(F) 29=-39(F) 30=-39(F) 31=-39(F) 32=-39(F) 33=-39(F) 34=-39(F) 35=-39(F) 36=-39(F) 37=-39(F) 38=-39(F) 39=-39(F) 40=-115(F) 41=-119(F) 42=-22(F) 43=-22(F) 44=-22(F) 45=-22(F) 47=-22(F) 48=-22(F) 49=-22(F) 51=-22(F) 52=-22(F) 54=-22(F) 55=-22(F) 56=-22(F) 58=-22(F) 60=-22(F) 61=-22(F) 62=-22(F) 63=-623(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199053 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-gL8D69GTgOe5dmmRWZvFg?vCmBTzN?rT0CyniyztnNq Scale = 1:60.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 6x8 6x8 4x10 5x6 2x4 3x12 2x4 2x4 5x6 4x10 9-0-0 9-0-0 16-10-12 7-10-12 24-9-8 7-10-12 33-9-8 9-0-0 -1-0-0 1-0-0 9-0-0 9-0-0 16-10-12 7-10-12 24-9-8 7-10-12 33-9-8 9-0-0 34-9-8 1-0-0 0-9-03-9-00-9-03-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-6], [3:0-5-12,0-2-12], [5:0-5-12,0-2-12], [6:Edge,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.58 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.63 0.13 (loc) 10 10 6 l/defl >999 >639 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 3-5: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-10,5-10: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except 2-0-0 oc purlins (2-9-6 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=2152/0-3-8, 6=2152/0-3-8 Max Horz 2=34(LC 11) Max Uplift2=-440(LC 3), 6=-440(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4592/924, 3-13=-5102/1064, 13-14=-5101/1064, 14-15=-5100/1064, 4-15=-5099/1064, 4-16=-5099/1064, 16-17=-5100/1064, 17-18=-5101/1064, 5-18=-5102/1064, 5-6=-4592/925 BOT CHORD 2-19=-829/4236, 19-20=-829/4236, 20-21=-829/4236, 21-22=-829/4236, 12-22=-829/4236, 12-23=-829/4263, 23-24=-829/4263, 11-24=-829/4263, 11-25=-829/4263, 10-25=-829/4263, 10-26=-795/4263, 9-26=-795/4263, 9-27=-795/4263, 27-28=-795/4263, 8-28=-795/4263, 8-29=-795/4236, 29-30=-795/4236, 30-31=-795/4236, 31-32=-795/4236, 6-32=-795/4236 WEBS 3-12=0/651, 3-10=-243/1057, 4-10=-639/343, 5-10=-243/1057, 5-8=0/651 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) except (jt=lb) 2=440, 6=440. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 60 lb up at 9-0-0, 49 lb down and 60 lb up at 10-10-12, 49 lb down and 60 lb up at 12-10-12, 49 lb down and 60 lb up at 14-10-12, 49 lb down and 60 lb up at 16-10-12, 49 lb down and 60 lb up at 18-10-12, 49 lb down and 60 lb up at 20-10-12, and 49 lb down and 60 lb up at 22-10-12, and 58 lb down and 60 lb up at 24-9-8 on top chord, and 109 lb down and 33 lb up at 2-0-12, 119 lb down and 37 lb up at 4-0-12, 119 lb down and 40 lb up at 6-0-12, 119 lb down and 45 lb up at 8-0-12, 32 lb down at 9-0-12, 32 lb down at 10-10-12, 32 lb down at 12-10-12, 32 lb down at 14-10-12, 32 lb down at 16-10-12, 32 lb down at 18-10-12, 32 lb down at 20-10-12, 32 lb down at 22-10-12, 32 lb down at 24-8-12, 119 lb down and 45 lb up at 25-8-12, 119 lb down and 40 lb up at 27-8-12, and 119 lb down and 37 lb up at 29-8-12, and 109 lb down and 33 lb up at 31-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.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. January 22,2018 Job 196_WEST_CLAY Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199053 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:17 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-gL8D69GTgOe5dmmRWZvFg?vCmBTzN?rT0CyniyztnNq NOTES-(12-13) 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Concentrated Loads (lb) Vert: 3=-40(F) 5=-40(F) 12=-22(F) 10=-22(F) 4=-40(F) 8=-22(F) 13=-40(F) 14=-40(F) 15=-40(F) 16=-40(F) 17=-40(F) 18=-40(F) 19=-109(F) 20=-119(F) 21=-119(F) 22=-119(F) 23=-22(F) 24=-22(F) 25=-22(F) 26=-22(F) 27=-22(F) 28=-22(F) 29=-119(F) 30=-119(F) 31=-119(F) 32=-109(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss TG05 Truss Type Half Hip Girder Qty 2 Ply 1 196 West clay Job Reference (optional) I32199054 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-8XicJVH5RimyFwLd4GQUCCRYsaxx6XpcFsiLEOztnNp Scale = 1:11.8 1 2 3 4 7 6 5 8 9 4x6 2x4 2x4 3x4 3x4 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -1-0-0 1-0-0 0-6-0 0-6-0 4-0-0 3-6-0 1-1-01-5-08.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=129/Mechanical, 7=150/0-3-8 Max Horz 7=41(LC 4) Max Uplift5=-21(LC 3), 7=-42(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 205 lb up at 0-6-0, and 1 lb down and 9 lb up at 2-0-12 on top chord, and 39 lb up at 0-6-0, and 2 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=68(F) 6=2(F) 9=17(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss TG06 Truss Type Piggyback Base Girder Qty 1 Ply 2 196 West clay Job Reference (optional) I32199055 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-ckG_XqIjB0ups4wqe_xjlQ_b8_A5rrzmTWRumqztnNo Scale = 1:126.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3031 32 33 3435 36 37 38 39 40 6x8 6x6 6x6 4x6 6x6 8x8 5x6 3x6 4x6 5x8 5x6 4x10 4x10 3x4 3x4 4x10 3x4 4x10 5x8 3x4 4x6 5x6 3x6 5x6 4x6 4x6 4x6 4-10-0 4-10-0 11-10-0 7-0-0 18-4-2 6-6-2 26-4-13 8-0-11 34-5-8 8-0-11 42-6-3 8-0-11 50-6-14 8-0-11 53-7-0 3-0-2 54-7-0 1-0-0 62-11-0 8-4-0 -1-0-0 1-0-0 4-10-0 4-10-0 11-10-0 7-0-0 18-4-2 6-6-2 26-4-13 8-0-11 34-5-8 8-0-11 42-6-3 8-0-11 50-6-14 8-0-11 53-7-0 3-0-2 54-7-0 1-0-0 62-11-0 8-4-0 63-11-0 1-0-0 1-5-06-3-09-9-012-9-21-5-012-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-4], [3:0-5-8,0-3-0], [4:0-3-0,0-2-12], [5:0-3-8,0-3-0], [11:0-3-8,0-3-0], [13:0-3-4,0-2-12], [14:0-3-4,0-1-4], [28:0-3-8,0-2-8] 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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.68 0.47 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.38 0.10 (loc) 22-24 22-24 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 1183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.1 *Except* 3-28,4-27,2-29,2-28,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-11, 12-13. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-25, 9-19 REACTIONS.(lb/size) 29=3251/0-3-8, 16=3059/0-3-8 Max Horz 29=-299(LC 3) Max Uplift29=-932(LC 4), 16=-212(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3538/1076, 3-30=-4986/1108, 30-31=-4986/1108, 4-31=-4986/1108, 4-5=-4754/803, 5-6=-3308/620, 6-7=-4036/555, 7-8=-4036/555, 8-9=-4036/555, 9-10=-2547/360, 10-11=-2551/360, 11-12=-3452/446, 12-13=-2454/302, 13-14=-3616/340, 2-29=-3100/895, 14-16=-3002/257 BOT CHORD 29-32=-338/328, 32-33=-338/328, 28-33=-338/328, 28-34=-968/2415, 34-35=-968/2415, 35-36=-968/2415, 27-36=-968/2415, 26-27=-1277/5040, 25-26=-1277/5040, 25-37=-650/3974, 24-37=-650/3974, 23-24=-650/3974, 23-38=-650/3974, 22-38=-650/3974, 22-39=-443/3585, 21-39=-443/3585, 20-21=-443/3585, 20-40=-443/3585, 19-40=-443/3585, 18-19=-174/2479, 17-18=-170/2454 WEBS 3-28=-294/271, 3-27=-398/3354, 4-27=-2188/235, 4-25=-2334/876, 5-25=-457/2812, 6-25=-1414/322, 6-24=0/461, 6-22=-179/283, 8-22=-483/189, 9-22=-244/878, 9-21=0/450, 9-19=-1980/373, 11-19=-185/1930, 12-19=-203/328, 12-18=-1622/262, 13-17=-120/1277, 2-28=-717/2253, 14-17=-267/2203 NOTES-(14-15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice For Handling, Installing & Bracing of Metal Plate Connected Wood Trusses (“BCSI-1”), jointly produced by SBCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek or TRENCO assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 29=932, 16=212.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. January 22,2018 Job 196_WEST_CLAY Truss TG06 Truss Type Piggyback Base Girder Qty 1 Ply 2 196 West clay Job Reference (optional) I32199055 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:19 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-ckG_XqIjB0ups4wqe_xjlQ_b8_A5rrzmTWRumqztnNo NOTES-(14-15) 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 125 lb up at 4-10-0, and 79 lb down and 125 lb up at 6-10-12, and 79 lb down and 125 lb up at 7-11-12 on top chord, and 115 lb down and 123 lb up at 2-0-12, 119 lb down and 116 lb up at 4-0-12, 34 lb down and 38 lb up at 4-10-12, 34 lb down and 38 lb up at 6-10-12, and 34 lb down and 38 lb up at 7-11-12, and 245 lb down and 282 lb up at 9-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-11=-60, 11-12=-60, 12-13=-60, 13-14=-60, 14-15=-60, 29-37=-20, 37-38=-60, 38-39=-20, 39-40=-60, 16-40=-20 Concentrated Loads (lb) Vert: 3=-39(B) 28=-22(B) 30=-39(B) 31=-39(B) 32=-115(B) 33=-119(B) 34=-22(B) 35=-22(B) 36=118(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 2 196 West clay Job Reference (optional) I32199056 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-Y6OkyWJzjd8X6O4ClO_Bqr3_noufJgZ2xqw?rjztnNm Scale = 1:117.0 1 2 3 4 5 6 7 8 9 10 11 12 13 1427 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 6x8 6x8 6x6 4x6 6x8 4x6 3x4 6x8 2x4 2x4 4x6 4x6 4x8 4x8 4x8 2x4 2x4 4x8 4x6 4x6 4x6 5x6 3x4 5x6 4x6 4-10-0 4-10-0 7-1-0 2-3-0 13-10-0 6-9-0 18-1-2 4-3-2 25-10-1 7-8-15 33-6-15 7-8-15 41-3-14 7-8-15 46-10-3 5-6-5 52-8-0 5-9-13 -1-0-0 1-0-0 4-10-0 4-10-0 7-1-0 2-3-0 13-10-0 6-9-0 18-1-2 4-3-2 25-10-1 7-8-15 33-6-15 7-8-15 41-3-14 7-8-15 46-10-3 5-6-5 52-8-0 5-9-13 53-8-0 1-0-0 1-5-06-3-010-6-212-9-21-5-02-3-012-9-212.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-5-8,0-3-0], [5:0-5-4,0-3-0], [6:0-3-8,0-3-0], [10:0-5-8,0-3-0], [13:0-3-0,0-1-12], [23:0-3-8,0-2-0], [25:0-2-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.27 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.22 0.06 (loc) 20-22 20-22 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 989 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-25,5-22,6-22,7-22,7-20,7-19,9-19,10-19,10-17,11-17: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-22, 7-19 REACTIONS.(lb/size) 27=2676/0-3-8, 15=2627/0-3-8 Max Horz 27=-294(LC 3) Max Uplift27=-673(LC 5), 15=-148(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2869/723, 3-4=-2632/594, 4-5=-2632/598, 5-6=-3613/509, 6-7=-2535/351, 7-8=-2637/367, 8-9=-2637/367, 9-10=-2639/366, 10-11=-2839/340, 11-12=-2759/229, 12-13=-2941/203, 2-27=-2540/613, 13-15=-2544/176 BOT CHORD 27-28=-304/331, 28-29=-304/331, 26-29=-304/331, 26-30=-624/1936, 25-30=-624/1936, 23-31=-479/3250, 22-31=-479/3250, 22-32=-335/2868, 21-32=-335/2868, 20-21=-335/2868, 20-33=-335/2868, 19-33=-335/2868, 19-34=-117/1923, 18-34=-117/1923, 17-18=-117/1923, 17-35=-54/1988, 16-35=-54/1988 WEBS 4-25=-261/173, 3-25=-289/1904, 23-25=-501/3395, 5-25=-927/304, 5-23=-943/234, 5-22=-1536/423, 6-22=-295/2114, 7-22=-824/201, 7-20=0/446, 7-19=-488/142, 9-19=-479/203, 10-19=-267/1398, 10-17=-69/418, 2-26=-457/1779, 13-16=-46/1796 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) except (jt=lb) 27=673, 15=148. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) 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. January 22,2018 Job 196_WEST_CLAY Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 2 196 West clay Job Reference (optional) I32199056 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:21 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-Y6OkyWJzjd8X6O4ClO_Bqr3_noufJgZ2xqw?rjztnNm NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 125 lb up at 4-10-0 on top chord, and 115 lb down and 123 lb up at 2-0-12, 119 lb down and 116 lb up at 4-0-12, and 34 lb down and 38 lb up at 4-10-12, and 245 lb down and 282 lb up at 6-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-10=-60, 10-13=-60, 13-14=-60, 25-27=-20, 23-24=-20, 23-31=-60, 31-32=-20, 32-33=-60, 33-34=-20, 17-34=-60, 17-35=-20, 16-35=-60, 15-16=-20 Concentrated Loads (lb) Vert: 3=-39(B) 26=-22(B) 28=-115(B) 29=-119(B) 30=118(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss TG08 Truss Type GABLE Qty 1 Ply 2 196 West clay Job Reference (optional) I32199057 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-JftmdFP?r49O3chlD4739XORe0a8AN2En4sQ7FztnNe Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 36 3534 33 32 31 30 29 28 27 26 25 24 23 22 21 2019 18 17 16 15 14 13 12130 131 132 133 134135 136 137 138 139140 6x8 6x10 6x8 3x4 4x6 3x4 4x6 4x6 4x6 4x8 4x8 4x8 4x6 5x6 8x8 8x8 8x8 5-0-8 5-0-8 9-9-8 4-9-0 16-1-5 6-3-13 22-5-3 6-3-13 28-9-0 6-3-13 28-11-8 0-2-8 36-1-8 7-2-0 39-11-9 3-10-1 45-7-8 5-7-15 -1-0-0 1-0-0 5-0-8 5-0-8 9-9-8 4-9-0 16-1-5 6-3-13 22-5-3 6-3-13 28-9-0 6-3-13 36-1-8 7-4-8 39-11-9 3-10-1 45-7-8 5-7-15 1-5-07-4-711-2-87-4-711-2-812.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [4:0-5-8,0-3-0], [7:0-4-0,0-4-8], [9:0-7-8,0-3-0], [10:0-5-4,0-2-12], [15:0-4-0,0-4-8], [27:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.49 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.11 0.01 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 1299 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.1 *Except* 11-12,3-35,3-31,10-14,10-13,2-36,2-35: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9, 10-11. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-16 REACTIONS.All bearings 28-11-8 except (jt=length) 12=Mechanical. (lb) - Max Horz 36=351(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 36, 35, 18, 19, 24, 25, 28, 29 except 12=-473(LC 4), 31=-134(LC 4), 21=-128(LC 12), 16=-968(LC 3), 34=-125(LC 2), 17=-873(LC 1) Max Grav All reactions 250 lb or less at joint(s) 19, 20, 22, 23, 24, 29, 30, 32, 33 except 12=2448(LC 10), 36=341(LC 9), 35=330(LC 2), 31=428(LC 1), 21=285(LC 9), 16=3476(LC 1), 16=3476(LC 1), 18=370(LC 1), 25=320(LC 9), 28=269(LC 9), 17=324(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-1362/393, 2-36=-298/50 BOT CHORD 35-36=-333/240, 15-16=-283/961, 15-132=-283/961, 132-133=-283/961, 133-134=-283/961, 14-134=-283/961, 14-135=-295/1326, 135-136=-295/1326, 13-136=-295/1326, 13-137=-297/1351, 137-138=-297/1351, 138-139=-297/1351, 139-140=-297/1351, 12-140=-297/1351 WEBS 4-31=-315/87, 5-26=-413/169, 6-21=-273/125, 6-16=-259/98, 8-16=-460/189, 9-16=-1989/453, 9-14=-537/2227, 10-14=-788/154, 10-13=-150/1169, 10-12=-2135/394 NOTES-(17-18) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 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, with BCDL = 10.0psf. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 35, 18, 19, 24, 25, 28, 29 except (jt=lb) 12=473, 31=134, 21=128, 16=968, 34=125, 17=873.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. January 22,2018 Job 196_WEST_CLAY Truss TG08 Truss Type GABLE Qty 1 Ply 2 196 West clay Job Reference (optional) I32199057 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:29 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-JftmdFP?r49O3chlD4739XORe0a8AN2En4sQ7FztnNe NOTES-(17-18) 13) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 581 lb down and 353 lb up at 32-8-12, 446 lb down and 106 lb up at 34-8-12, 490 lb down and 138 lb up at 36-8-12, 418 lb down and 96 lb up at 38-8-12, 418 lb down and 96 lb up at 40-8-12, and 418 lb down and 96 lb up at 42-8-12, and 421 lb down and 95 lb up at 44-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 17) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 18) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-9=-60, 9-10=-60, 10-11=-60, 31-36=-20, 28-31=-60, 28-130=-20, 130-131=-60, 131-132=-20, 14-132=-60, 13-14=-20, 13-138=-60, 12-138=-20 Concentrated Loads (lb) Vert: 133=-581(B) 134=-446(B) 135=-490(B) 136=-418(B) 137=-418(B) 139=-418(B) 140=-421(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss TG09 Truss Type Common Girder Qty 1 Ply 2 196 West clay Job Reference (optional) I32199058 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-JftmdFP?r49O3chlD4739XOMx0cSAITEn4sQ7FztnNe Scale = 1:93.9 1 2 3 4 5 6 12 11 10 9 8 713 14 15 4x6 4x6 3x6 6x8 3x6 4x6 4x8 4x10 8x8 3x6 3x6 4-3-6 4-3-6 8-3-4 3-11-14 12-2-14 3-11-10 16-6-0 4-3-2 -1-0-0 1-0-0 4-3-6 4-3-6 8-3-4 3-11-14 12-2-14 3-11-10 16-6-0 4-3-2 1-7-011-2-131-7-914.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.34 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 8 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 294 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-10,4-9,5-8,6-7: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=2183/0-3-8, 7=5849/0-3-0 (req. 0-4-9) Max Horz 12=293(LC 4) Max Uplift12=-215(LC 5), 7=-494(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2103/261, 3-4=-2238/390, 4-5=-2234/391, 5-6=-4759/534, 2-12=-2078/225, 6-7=-4502/482 BOT CHORD 11-12=-295/283, 10-11=-295/283, 9-10=-230/1303, 9-13=-290/3032, 8-13=-290/3032, 8-14=-36/346, 14-15=-36/346, 7-15=-36/346 WEBS 3-10=-490/110, 3-9=-146/269, 4-9=-499/3016, 5-9=-3004/448, 5-8=-415/4221, 2-10=-107/1252, 6-8=-290/2813 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) WARNING: Required bearing size at joint(s) 7 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=215, 7=494. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2428 lb down and 485 lb up at 11-5-8, and 2120 lb down and 104 lb up at 12-6-12, and 2118 lb down and 48 lb up at 14-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss TG09 Truss Type Common Girder Qty 1 Ply 2 196 West clay Job Reference (optional) I32199058 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:29 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-JftmdFP?r49O3chlD4739XOMx0cSAITEn4sQ7FztnNe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 13=-2428(F) 14=-2120(F) 15=-2118(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss TG10 Truss Type Half Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199059 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-nrQ8qbQdcOHFhmGxnneIikxSOQzbvvjN?kczfiztnNd Scale = 1:39.4 1 2 3 4 7 6 5 8 9 10 11 12 13 14 5x8 3x6 4x6 2x4 3x4 5x6 3-3-7 3-3-7 11-4-0 8-0-9 -1-0-0 1-0-0 3-3-7 3-3-7 11-4-0 8-0-9 1-7-05-5-014.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-4-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.81 0.28 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 3-5: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size) 5=601/Mechanical, 7=740/0-3-8 Max Horz 7=168(LC 4) Max Uplift5=-338(LC 4), 7=-359(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-596/310, 4-5=-291/213, 2-7=-690/316 BOT CHORD 6-12=-289/374, 12-13=-289/374, 13-14=-289/374, 5-14=-289/374 WEBS 3-6=-50/347, 3-5=-395/270, 2-6=-272/420 NOTES-(12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=338, 7=359. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 99 lb up at 3-3-7, 57 lb down and 99 lb up at 5-4-3, and 57 lb down and 99 lb up at 7-4-3, and 57 lb down and 99 lb up at 9-4-3 on top chord, and 143 lb down and 153 lb up at 2-0-12, 33 lb down and 26 lb up at 3-4-3, 33 lb down and 26 lb up at 5-4-3, and 33 lb down and 26 lb up at 7-4-3, and 33 lb down and 26 lb up at 9-4-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. January 22,2018 Job 196_WEST_CLAY Truss TG10 Truss Type Half Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199059 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:30 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-nrQ8qbQdcOHFhmGxnneIikxSOQzbvvjN?kczfiztnNd LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-39(F) 6=-22(F) 8=-39(F) 9=-39(F) 10=-39(F) 11=-143(F) 12=-22(F) 13=-22(F) 14=-22(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss TG11 Truss Type Half Hip Girder Qty 3 Ply 1 196 West clay Job Reference (optional) I32199060 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-nrQ8qbQdcOHFhmGxnneIikxdAQ1GvyPN?kczfiztnNd Scale = 1:27.2 1 2 3 4 7 6 5 8 2x4 4x6 2x4 3x4 4x8 3x6 2-6-0 2-6-0 4-0-0 1-6-0 -1-0-0 1-0-0 2-6-0 2-6-0 4-0-0 1-6-0 1-5-03-11-012.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.05 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=163/Mechanical, 7=251/0-3-8 Max Horz 7=121(LC 4) Max Uplift5=-140(LC 4), 7=-100(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=140. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 162 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-49(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss TG12 Truss Type Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199061 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-F2_W2xRFNiP6Iwr7LV9XEyUjDqIyeJVXEOLXB8ztnNc Scale = 1:39.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 4x6 4x6 2x4 4x6 3x8 3x6 4x6 2x4 4x6 3x8 3-3-7 3-3-7 13-3-1 9-11-10 16-6-8 3-3-7 -1-0-0 1-0-0 3-3-7 3-3-7 8-3-4 4-11-13 13-3-1 4-11-13 16-6-8 3-3-7 17-6-8 1-0-0 1-7-05-5-01-7-05-5-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [5:0-3-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.34 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.17 0.01 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=1045/0-3-8, 8=1045/0-3-8 Max Horz 12=-140(LC 3) Max Uplift12=-537(LC 5), 8=-537(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-909/483, 3-13=-554/363, 13-14=-553/362, 4-14=-551/362, 4-15=-551/362, 15-16=-553/362, 5-16=-554/363, 5-6=-909/483, 2-12=-1008/491, 6-8=-1008/490 BOT CHORD 11-18=-509/768, 10-18=-509/768, 10-19=-509/768, 19-20=-509/768, 20-21=-509/768, 9-21=-509/768 WEBS 3-11=-171/418, 4-11=-323/284, 4-9=-323/283, 5-9=-171/418, 2-11=-327/563, 6-9=-328/563 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) except (jt=lb) 12=537, 8=537. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 99 lb up at 3-3-7, 57 lb down and 99 lb up at 5-3-4, 57 lb down and 99 lb up at 7-3-4, 57 lb down and 99 lb up at 9-3-4, and 57 lb down and 99 lb up at 11-3-4, and 58 lb down and 99 lb up at 13-3-1 on top chord, and 143 lb down and 153 lb up at 2-0-12, 33 lb down and 26 lb up at 3-4-3, 33 lb down and 26 lb up at 5-3-4, 33 lb down and 26 lb up at 7-3-4, 33 lb down and 26 lb up at 9-3-4, 33 lb down and 26 lb up at 11-3-4, and 33 lb down and 26 lb up at 13-2-5, and 143 lb down and 153 lb up at 14-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss TG12 Truss Type Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199061 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:31 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-F2_W2xRFNiP6Iwr7LV9XEyUjDqIyeJVXEOLXB8ztnNc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 3=-39(B) 5=-39(B) 11=-22(B) 9=-22(B) 13=-39(B) 14=-39(B) 15=-39(B) 16=-39(B) 17=-143(B) 18=-22(B) 19=-22(B) 20=-22(B) 21=-22(B) 22=-143(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss TG13 Truss Type Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199062 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-jEYuFHSt8?Xzw4QJvCgmn90w0EfnNrNgT254kaztnNb Scale = 1:22.6 1 2 3 4 5 7 68 9 10 11 4x8 4x6 4x6 3x8 2x4 3x4 4x6 3x8 5-0-0 5-0-0 6-4-8 1-4-8 11-4-8 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-4-8 1-4-8 11-4-8 5-0-0 0-9-02-5-00-9-02-5-04.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-6-1], [2:0-0-0,0-1-10], [3:0-5-4,0-2-0], [5:0-0-0,0-1-10], [5:0-3-5,0-6-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.24 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=562/0-3-8, 5=501/Mechanical Max Horz 2=-21(LC 12) Max Uplift2=-150(LC 3), 5=-116(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-815/208, 3-4=-715/213, 4-5=-828/210 BOT CHORD 2-8=-166/694, 8-9=-166/694, 7-9=-166/694, 6-7=-168/701, 6-10=-152/707, 10-11=-152/707, 5-11=-152/707 NOTES-(13-14) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=150, 5=116. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 26 lb up at 5-0-0, and 38 lb down and 26 lb up at 6-4-8 on top chord, and 19 lb down and 28 lb up at 2-0-12, 30 lb down and 39 lb up at 4-0-12, 3 lb down and 16 lb up at 5-0-12, 3 lb down and 16 lb up at 6-3-12, and 30 lb down and 35 lb up at 8-0-12, and 30 lb down and 23 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 2-5=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss TG13 Truss Type Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199062 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:32 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-jEYuFHSt8?Xzw4QJvCgmn90w0EfnNrNgT254kaztnNb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=1(F) 6=1(F) 8=-19(F) 9=-30(F) 10=-30(F) 11=-30(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 196_WEST_CLAY Truss TG14 Truss Type Half Hip Girder Qty 1 Ply 1 196 West clay Job Reference (optional) I32199063 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-jEYuFHSt8?Xzw4QJvCgmn90yrEiFNsCgT254kaztnNb Scale: 1"=1' 1 2 3 4 7 6 5 8 4x6 2x4 2x4 3x4 3x4 2x4 1-0-0 1-0-0 2-0-0 1-0-0 -1-0-0 1-0-0 0-6-0 0-6-0 2-0-0 1-6-0 1-1-01-5-08.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.01 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=36/Mechanical, 7=126/0-3-8 Max Horz 7=41(LC 4) Max Uplift5=-17(LC 4), 7=-32(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 132 lb up at 0-6-0 on top chord, and 8 lb down and 16 lb up at 0-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=44(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. January 22,2018 Job 196_WEST_CLAY Truss V01 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199064 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-jEYuFHSt8?Xzw4QJvCgmn90s5EexNsogT254kaztnNb Scale = 1:32.6 1 2 32x4 2x4 2x4 4-1-5 4-1-5 0-0-44-9-914.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.47 0.29 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: 12 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 4-1-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=151/4-1-5, 3=151/4-1-5 Max Horz 1=132(LC 5) Max Uplift1=-7(LC 4), 3=-65(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss V02 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199065 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-CQ6HTdSVuJfqYE?WSwB?JNZ3vd?R6J1qhiqdG1ztnNa Scale = 1:28.6 1 2 3 2x4 2x4 2x4 3-6-7 3-6-7 0-0-44-1-914.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.34 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 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 3-6-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=128/3-6-7, 3=128/3-6-7 Max Horz 1=112(LC 5) Max Uplift1=-6(LC 4), 3=-55(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss V03 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199066 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-CQ6HTdSVuJfqYE?WSwB?JNZ5ed0V6J1qhiqdG1ztnNa Scale = 1:24.5 1 2 3 2x4 2x4 2x4 2-11-10 2-11-10 0-0-43-5-914.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.14 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: 8 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 2-11-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=105/2-11-10, 3=105/2-11-10 Max Horz 1=92(LC 5) Max Uplift1=-5(LC 4), 3=-45(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss V04 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199067 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-CQ6HTdSVuJfqYE?WSwB?JNZ61d1M6J1qhiqdG1ztnNa Scale = 1:20.5 1 2 32x4 2x4 2x4 2-4-12 2-4-12 0-0-42-9-914.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=83/2-4-12, 3=83/2-4-12 Max Horz 1=72(LC 5) Max Uplift1=-4(LC 4), 3=-35(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss V05 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199068 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-gcgfgzT7fdnh9Oai0djEsa6Iq1OErmHzwMaBoTztnNZ Scale = 1:16.4 1 2 3 2x4 2x4 2x4 1-9-14 1-9-14 0-0-42-1-914.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.05 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=60/1-9-14, 3=60/1-9-14 Max Horz 1=52(LC 5) Max Uplift1=-3(LC 4), 3=-26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 Job 196_WEST_CLAY Truss V06 Truss Type GABLE Qty 1 Ply 1 196 West clay Job Reference (optional) I32199069 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Jan 19 13:14:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1dFZQkHwgDmXYlx1QCSujAytUeO-gcgfgzT7fdnh9Oai0djEsa6JY1OgrmHzwMaBoTztnNZ Scale = 1:12.3 1 2 3 2x4 2x4 2x4 1-3-1 1-3-1 0-0-41-5-914.00 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 IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.03 0.02 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: 3 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 1-3-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=37/1-3-1, 3=37/1-3-1 Max Horz 1=32(LC 5) Max Uplift1=-2(LC 4), 3=-16(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 22,2018 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.