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HomeMy WebLinkAbout19060070 Truss Plans16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). May 24,2019 Liu, Xuegang Pages or sheets covered by this seal: I37213825 thru I37213927 My license renewal date for the state of Indiana is July 31, 2020. 323_West_Clay_Northlake 323 West Clay Northlake IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss GE01 Truss Type GABLE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213825 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-ct0ONJ?prjD8bnUb9uS2fegrrPmuzEbcPCBNqUzDFYm Scale = 1:46.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x8 8x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x8 6-11-0 6-11-0 13-10-0 6-11-0 -0-11-0 0-11-0 6-11-0 6-11-0 13-10-0 6-11-0 14-9-0 0-11-0 0-6-07-5-00-6-03-3-1212.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-9], [2:0-2-8,Edge], [10:0-2-8,Edge], [10:0-1-4,0-0-9], [15:0-4-0,0-3-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.36 0.50 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.13 -0.21 0.07 (loc) 17-18 12-13 10 l/defl >999 >773 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=599/0-3-8, 10=599/0-3-8 Max Horz 2=168(LC 5) Max Uplift 2=-44(LC 6), 10=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-938/0, 3-4=-823/0, 4-5=-797/6, 5-6=-739/52, 6-7=-739/76, 7-8=-797/42, 8-9=-823/15, 9-10=-938/0 BOT CHORD 2-18=0/625, 17-18=0/644, 16-17=0/673, 15-16=-1/685, 14-15=0/685, 13-14=0/673, 12-13=0/644, 10-12=-3/625 WEBS 6-15=-18/801 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss GE02 Truss Type GABLE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213826 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-ct0ONJ?prjD8bnUb9uS2fegu3PsizIOcPCBNqUzDFYm Scale = 1:18.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 4-5-8 4-5-8 0-11-03-1-122-1-41-0-86.00 12 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 1 2 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=8/4-5-8, 7=177/4-5-8, 6=215/4-5-8 Max Horz 7=81(LC 5) Max Uplift 5=-5(LC 5), 7=-18(LC 6), 6=-55(LC 6) Max Grav 5=12(LC 7), 7=177(LC 1), 6=215(LC 1) 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 and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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) Bearing at joint(s) 5, 7, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 6. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 6. 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss GE02A Truss Type GABLE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213827 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-43amaf0Rc1L?Dx3njczHCsC3ppBxileleswwMwzDFYl Scale = 1:18.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 4-5-8 4-5-8 0-11-03-1-122-1-41-0-86.00 12 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 1 2 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=8/4-5-8, 7=177/4-5-8, 6=215/4-5-8 Max Horz 7=81(LC 5) Max Uplift 5=-5(LC 5), 7=-18(LC 6), 6=-55(LC 6) Max Grav 5=12(LC 7), 7=177(LC 1), 6=215(LC 1) 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 and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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) Bearing at joint(s) 5, 7, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 6. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 6. 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J01 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213828 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-43amaf0Rc1L?Dx3njczHCsC3OpBAil8leswwMwzDFYl Scale = 1:16.2 1 4 5 2 6 3 3x6 3-5-10 3-5-10 3-5-10 3-5-10 0-8-102-7-120-4-132-2-152-7-126.66 12 Plate Offsets (X,Y)-- [4:0-3-12,0-1-8] 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-R 0.18 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=131/0-5-12, 2=91/Mechanical, 3=41/Mechanical Max Horz 4=63(LC 5) Max Uplift 2=-48(LC 5) Max Grav 4=131(LC 1), 2=91(LC 1), 3=63(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; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 5) 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. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 40 lb up at 2-3-13 on top chord, and 3 lb down and 13 lb up at 2-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 6=-2(F) May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J02 Truss Type JACK-OPEN Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213829 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-YG88o?03NLTsq5ezHJVWl3lGyDYmRCOvsWgUvNzDFYk Scale = 1:13.3 1 4 2 33x6 1-3-10 1-3-10 1-3-10 1-3-10 0-9-02-0-101-6-32-0-1012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.06 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=46/0-3-8, 2=32/Mechanical, 3=13/Mechanical Max Horz 4=44(LC 6) Max Uplift 2=-34(LC 6), 3=-6(LC 6) Max Grav 4=46(LC 1), 2=32(LC 1), 3=22(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J03 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213830 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-YG88o?03NLTsq5ezHJVWl3lE7DXPRCOvsWgUvNzDFYk Scale = 1:16.2 1 4 5 2 6 3 3x6 3-5-10 3-5-10 3-5-10 3-5-10 0-8-102-7-120-4-132-2-152-7-126.66 12 Plate Offsets (X,Y)-- [4:0-3-12,0-1-8] 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-R 0.18 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=131/0-5-12, 2=91/Mechanical, 3=41/Mechanical Max Horz 4=63(LC 5) Max Uplift 2=-48(LC 5) Max Grav 4=131(LC 1), 2=91(LC 1), 3=63(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; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 5) 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. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 40 lb up at 2-3-13 on top chord, and 3 lb down and 13 lb up at 2-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 6=-2(B) May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J04 Truss Type JACK-OPEN Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213831 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-0SiW?L1h8ebjSFDAr10lHHIRidu?Afe25AP1RpzDFYj Scale = 1:13.3 1 4 2 33x6 1-3-10 1-3-10 1-3-10 1-3-10 0-9-02-0-101-6-32-0-1012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.06 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=46/0-3-8, 2=32/Mechanical, 3=13/Mechanical Max Horz 4=44(LC 6) Max Uplift 2=-34(LC 6), 3=-6(LC 6) Max Grav 4=46(LC 1), 2=32(LC 1), 3=22(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213832 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-0SiW?L1h8ebjSFDAr10lHHIPJdtsAfe25AP1RpzDFYj Scale = 1:16.2 1 4 2 3 3x8 3-5-0 3-5-0 3-5-0 3-5-0 0-9-02-7-122-2-152-7-126.66 12 Plate Offsets (X,Y)-- [4:0-4-1,0-1-8] 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-R 0.15 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=128/0-5-3, 2=89/Mechanical, 3=39/Mechanical Max Horz 4=63(LC 6) Max Uplift 2=-44(LC 6) Max Grav 4=128(LC 1), 2=89(LC 1), 3=62(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 5) 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J06 Truss Type JACK-CLOSED Qty 3 Ply 1 323 West Clay Northlake Job Reference (optional) I37213833 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-UeGvCh2Jvyja4OoMOkX_qUqW81AIv6uBKq9azFzDFYi Scale = 1:29.3 1 2 4 3 3x6 3x4 3x6 6-0-0 6-0-0 0-9-04-9-04-5-80-3-84-9-08.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [3:Edge,0-2-0], [4:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.40 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.00 (loc) 3-4 3-4 3 l/defl >999 >574 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=228/0-3-8, 3=228/0-1-8 Max Horz 4=130(LC 5) Max Uplift 3=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J07 Truss Type JACK-OPEN Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213834 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-UeGvCh2Jvyja4OoMOkX_qUqa31D5v6uBKq9azFzDFYi Scale = 1:16.2 1 4 2 3 3x8 3-5-0 3-5-0 3-5-0 3-5-0 0-9-02-7-122-2-152-7-126.66 12 Plate Offsets (X,Y)-- [4:0-4-1,0-1-8] 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-R 0.15 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=128/0-5-3, 2=89/Mechanical, 3=39/Mechanical Max Horz 4=63(LC 6) Max Uplift 2=-44(LC 6) Max Grav 4=128(LC 1), 2=89(LC 1), 3=62(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 2. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J08 Truss Type JACK-OPEN Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213835 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-zrpHQ03ygGrRhYNYyS2DMiNlSQZleZ7LZUu8VhzDFYh Scale: 3/4"=1' 1 2 5 3 42x4 3x4 1-10-8 1-10-8 -0-11-0 0-11-0 1-10-8 1-10-8 1-2-02-6-142-1-62-6-149.00 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-R 0.17 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/0-3-8, 3=35/Mechanical, 4=14/Mechanical Max Horz 5=89(LC 6) Max Uplift 3=-36(LC 6), 4=-11(LC 6) Max Grav 5=152(LC 1), 3=35(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J08A Truss Type JACK-OPEN Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213836 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-R1NfdM3aRZzIJiykW9ZSvvwwCqv_N0NUn8eh28zDFYg Scale = 1:15.4 1 2 5 3 42x4 3x4 0-11-4 0-11-4 1-10-8 0-11-4 -0-11-0 0-11-0 1-8-13 1-8-13 1-10-8 0-1-11 1-2-02-5-102-1-62-5-109.00 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-R 0.17 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/0-3-8, 3=35/Mechanical, 4=14/Mechanical Max Horz 5=89(LC 6) Max Uplift 3=-36(LC 6), 4=-11(LC 6) Max Grav 5=152(LC 1), 3=35(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J09 Truss Type JACK-OPEN STRUCTURAL Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213837 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-R1NfdM3aRZzIJiykW9ZSvvwpxqueN0_Un8eh28zDFYg Scale = 1:12.5 1 2 3 7 6 4 5 3x4 3x4 2x4 2x4 3-2-9 3-1-7 -2-10-13 2-10-13 3-0-1 3-0-1 3-2-9 0-2-8 1-2-01-11-22.85 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-P 0.64 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.02 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=68/Mechanical, 7=396/0-8-13, 5=-40/Mechanical Max Horz 7=39(LC 6) Max Uplift 4=-7(LC 6), 7=-141(LC 4), 5=-40(LC 1) Max Grav 4=82(LC 2), 7=396(LC 1), 5=32(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-347/222 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 7=141. 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J10 Truss Type JACK-CLOSED Qty 4 Ply 1 323 West Clay Northlake Job Reference (optional) I37213838 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-vDx1ri4CCt59xsWx4t4hS7S52EEY6Tde0oNFaazDFYf Scale = 1:20.1 1 2 4 3 3x6 2x4 2x4 4-0-0 4-0-0 0-9-03-5-03-1-80-3-83-5-08.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [4:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=148/0-3-8, 3=148/0-1-8 Max Horz 4=90(LC 5) Max Uplift 3=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J11 Truss Type JACK-OPEN Qty 26 Ply 1 323 West Clay Northlake Job Reference (optional) I37213839 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-vDx1ri4CCt59xsWx4t4hS7S4?EEQ6T4e0oNFaazDFYf Scale: 1/2"=1' 1 2 3 4 6 5 3x4 2x4 3x4 2x4 2x4 1-0-0 1-0-0 3-9-8 2-9-8 -0-11-0 0-11-0 1-0-0 1-0-0 3-9-8 2-9-8 0-11-01-5-04-2-80-3-86.00 12 12.00 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-SH 0.23 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=213/0-3-8, 5=130/0-1-8 Max Horz 6=127(LC 6) Max Uplift 5=-69(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 3-7-12 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J12 Truss Type JACK-OPEN Qty 4 Ply 1 323 West Clay Northlake Job Reference (optional) I37213840 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-NQVP225qzBD0Y057dabw_K?F_eZ0rwVnFS7o60zDFYe Scale: 1/2"=1' 1 2 3 4 5 9 8 7 6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2-3-8 2-3-8 3-9-8 1-6-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-3-8 1-3-8 3-9-8 1-6-0 0-11-01-5-04-2-83-6-80-11-80-8-06.00 12 12.00 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-SH 0.15 0.17 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-8: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=213/0-3-8, 6=130/0-1-8 Max Horz 9=127(LC 6) Max Uplift 6=-69(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 3-7-12 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J13 Truss Type Jack-Open Qty 6 Ply 1 323 West Clay Northlake Job Reference (optional) I37213841 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-NQVP225qzBD0Y057dabw_K?GlebErwtnFS7o60zDFYe Scale = 1:10.0 1 2 5 3 4 2x4 2x4 1-0-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 0-11-01-5-00-4-111-0-51-5-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.03 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: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=138/0-3-8, 3=-7/Mechanical, 4=0/Mechanical Max Horz 5=47(LC 6) Max Uplift 5=-28(LC 6), 3=-10(LC 7), 4=-7(LC 6) Max Grav 5=138(LC 1), 3=4(LC 4), 4=14(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J14 Truss Type JACK-OPEN Qty 8 Ply 1 323 West Clay Northlake Job Reference (optional) I37213842 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-rc3oGO6SjULsAAgJBH79XYYQv2woaNrwT6sLfTzDFYd Scale = 1:16.5 1 2 3 4 6 5 2x4 2x4 3x4 2x4 2x4 1-5-8 1-5-8 2-11-0 1-5-8 -0-11-0 0-11-0 1-0-0 1-0-0 2-11-0 1-11-0 0-11-01-5-02-8-50-3-86.00 12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5-6 5-6 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=182/0-5-8, 5=92/0-1-8 Max Horz 6=83(LC 6) Max Uplift 6=-16(LC 6), 5=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 7) 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213843 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-rc3oGO6SjULsAAgJBH79XYYQ?2x8aNswT6sLfTzDFYd Scale: 3/4"=1' 1 2 3 4 6 5 2x4 2x4 3x4 2x4 2x4 1-0-0 1-0-0 2-2-0 1-2-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-2-0 1-2-0 0-11-01-5-02-7-00-3-86.00 12 12.00 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-SH 0.14 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 5-6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=157/0-3-8, 5=57/0-1-8 Max Horz 6=77(LC 6) Max Uplift 6=-10(LC 6), 5=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 2-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 7) 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J16 Truss Type JACK-OPEN Qty 4 Ply 1 323 West Clay Northlake Job Reference (optional) I37213844 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-JodATk74UoTjoJFWl?eO3l4bbRHcJqN4imcvBvzDFYc Scale = 1:10.0 1 2 5 3 4 2x4 2x4 1-5-0 1-4-10 -1-3-9 1-3-9 1-5-0 1-5-0 0-11-01-5-04.24 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-R 0.15 0.03 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=187/0-7-0, 3=-1/Mechanical, 4=2/Mechanical Max Horz 5=46(LC 6) Max Uplift 5=-60(LC 4), 3=-8(LC 5) Max Grav 5=187(LC 1), 3=2(LC 8), 4=20(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J17 Truss Type Jack-Open Qty 5 Ply 1 323 West Clay Northlake Job Reference (optional) I37213845 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-JodATk74UoTjoJFWl?eO3l4bbRHcJqN4imcvBvzDFYc Scale = 1:10.0 1 2 5 3 4 2x4 2x4 1-5-0 1-5-0 -1-3-9 1-3-9 1-5-0 1-5-0 0-11-01-5-04.24 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-R 0.15 0.03 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=187/0-4-9, 3=-1/Mechanical, 4=2/Mechanical Max Horz 5=46(LC 6) Max Uplift 5=-60(LC 4), 3=-8(LC 5) Max Grav 5=187(LC 1), 3=2(LC 8), 4=20(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J18 Truss Type Jack-Open Qty 2 Ply 1 323 West Clay Northlake Job Reference (optional) I37213846 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-n_BYg47iF6baPTqiJi9dczdlJrbn2HqDxQLSjLzDFYb Scale = 1:30.3 1 2 5 4 3 2x4 5x6 3x4 4-0-0 4-0-0 -0-11-4 0-11-4 4-0-0 4-0-0 1-5-05-5-04-10-95-5-012.00 12 Plate Offsets (X,Y)-- [2:0-2-8,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-P 0.21 0.16 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-3-8, 3=107/Mechanical, 4=39/Mechanical Max Horz 5=182(LC 6) Max Uplift 3=-85(LC 6), 4=-28(LC 6) Max Grav 5=225(LC 1), 3=107(LC 1), 4=78(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J19 Truss Type Jack-Open Qty 2 Ply 1 323 West Clay Northlake Job Reference (optional) I37213847 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-n_BYg47iF6baPTqiJi9dczdn?rdd2HdDxQLSjLzDFYb Scale = 1:12.5 1 2 5 3 4 2x4 2x4 2-0-0 2-0-0 -0-11-4 0-11-4 2-0-0 2-0-0 0-11-01-11-01-6-51-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.11 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=155/0-3-8, 3=41/Mechanical, 4=17/Mechanical Max Horz 5=62(LC 6) Max Uplift 5=-24(LC 6), 3=-23(LC 6) Max Grav 5=155(LC 1), 3=41(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss J20 Truss Type Jack-Open Qty 2 Ply 1 323 West Clay Northlake Job Reference (optional) I37213848 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-FBlwuQ8L0PjR1dPusQgs9AAynFzxnksNA450FozDFYa Scale: 1"=1' 1 2 5 3 4 2x4 2x4 1-9-8 1-9-8 -0-11-4 0-11-4 1-9-8 1-9-8 0-11-01-9-121-5-11-9-126.00 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-R 0.10 0.04 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=149/0-3-8, 3=33/Mechanical, 4=14/Mechanical Max Horz 5=59(LC 6) Max Uplift 5=-24(LC 6), 3=-20(LC 6) Max Grav 5=149(LC 1), 3=33(LC 1), 4=31(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss M01 Truss Type MONOPITCH Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213849 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-FBlwuQ8L0PjR1dPusQgs9AAy9FzxnksNA450FozDFYa Scale = 1:9.8 1 2 3 5 4 2x4 3x6 2x4 -0-11-0 0-11-0 2-11-8 2-11-8 0-8-01-4-141-1-60-3-81-4-143.00 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-R 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=183/0-3-8, 4=94/0-1-8 Max Horz 5=38(LC 5) Max Uplift 5=-46(LC 4), 4=-7(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 323 West Clay Northlake Job Reference (optional) I37213850 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-kNII5m9znjrIfn_5Q7B5hOi_DfDUW1fWOkqZoEzDFYZ Scale = 1:21.3 1 2 3 4 5 6 3x4 5x8 3x4 5x6 2x4 11-3-8 11-3-8 -0-11-0 0-11-0 5-6-9 5-6-9 11-3-8 5-8-15 0-8-03-5-143.00 12 Plate Offsets (X,Y)-- [2:0-4-6,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-AS 0.70 0.41 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.65 0.03 (loc) 6-9 6-9 2 l/defl >510 >206 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=505/0-3-8, 6=445/Mechanical Max Horz 2=99(LC 5) Max Uplift 2=-62(LC 4), 6=-44(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1081/215 BOT CHORD 2-6=-183/765 WEBS 4-6=-748/243 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 5) 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. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss M02A Truss Type MONOPITCH Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213851 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-kNII5m9znjrIfn_5Q7B5hOi_AfDXW1YWOkqZoEzDFYZ Scale = 1:21.2 1 2 3 4 5 5x8 3x4 3x4 5x6 2x4 11-3-8 11-3-8 5-6-9 5-6-9 11-3-8 5-8-15 0-8-03-5-143.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.70 0.40 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.66 0.03 (loc) 5-8 5-8 1 l/defl >509 >204 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=448/0-3-8, 5=448/Mechanical Max Horz 1=96(LC 5) Max Uplift 1=-32(LC 4), 5=-45(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1140/220 BOT CHORD 1-5=-189/774 WEBS 3-5=-757/248 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 5) 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. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss M03 Truss Type MONOPITCH Qty 5 Ply 1 323 West Clay Northlake Job Reference (optional) I37213852 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-CZshJ5AbY1z9GxZH_riKEbFJ_3eoFeMgdNa6KgzDFYY Scale = 1:10.1 1 2 3 5 4 2x4 3x8 2x4 1-11-8 1-11-8 -0-9-0 0-9-0 1-11-8 1-11-8 0-9-81-5-51-1-130-3-81-5-54.00 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-R 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=135/0-3-8, 4=52/0-1-8 Max Horz 5=39(LC 5) Max Uplift 5=-37(LC 4), 4=-9(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213853 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-gmQ3WRADJK60u58TYYDZmpoQHSuK_5cps1Jgs6zDFYX Scale = 1:9.8 1 2 34 3x4 2x4 2x4 2-11-8 2-11-8 2-11-8 2-11-8 0-8-01-4-143.00 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-P 0.28 0.45 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 1-3 1-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=490/0-3-8, 3=304/Mechanical Max Horz 1=33(LC 4) Max Uplift 1=-33(LC 3), 3=-25(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 578 lb down and 39 lb up at 1-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-578(F) May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss PB01 Truss Type Piggyback Qty 11 Ply 1 323 West Clay Northlake Job Reference (optional) I37213854 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-gmQ3WRADJK60u58TYYDZmpoRqSyl_5?ps1Jgs6zDFYX Scale = 1:19.9 1 2 3 4 5 6 4x6 2x4 2x4 2x4 9-2-0 9-2-0 4-7-0 4-7-0 9-2-0 4-7-0 0-4-72-11-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.16 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=199/7-8-2, 4=199/7-8-2, 6=269/7-8-2 Max Horz 2=61(LC 5) Max Uplift 2=-41(LC 6), 4=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss PB02 Truss Type Piggyback Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213855 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-8y_RknBr4eEtWEjf5GloJ0KXlsH8jXKy4h3DOZzDFYW Scale = 1:18.0 1 2 3 4 5 6 8 7 4x6 4x6 2x4 2x4 2x4 2x4 0-2-29-2-0 9-2-0 9-2-0 9-2-0 0-4-70-10-141-1-00-1-80-4-70-1-80-10-148.00 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-P 0.55 0.22 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 9-2-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-8-2. (lb) - Max Horz 2=17(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=315(LC 10), 7=315(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss PB03 Truss Type Piggyback Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213856 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-8y_RknBr4eEtWEjf5GloJ0Kd1sJIjXFy4h3DOZzDFYW Scale = 1:23.3 1 2 3 4 5 6 7 8 12 11 10 9 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-212-2-0 12-2-0 12-2-0 12-2-0 0-4-73-5-143-8-00-1-80-4-70-1-83-5-148.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [5:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.15 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-2. (lb) - Max Horz 2=-77(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 12, 9, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 7, 11, 10 except 12=260(LC 10), 9=260(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 12, 9, 11, 10. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss PB04 Truss Type Piggyback Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213857 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-c8Ypx7CTryMk7OHsfzG1sEtpTGf?S_b6JLonx?zDFYV Scale = 1:21.3 1 2 3 4 5 6 7 10 9 8 5x6 5x6 4x8 3x4 3x4 2x4 2x4 2x4 0-2-212-2-0 12-2-0 12-2-0 12-2-0 0-4-72-11-31-5-140-1-80-4-70-1-81-5-148.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-3-0,Edge], [5:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.11 0.11 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-2. (lb) - Max Horz 2=62(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 8, 10, 9 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8, 9. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss PB05 Truss Type Piggyback Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213858 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-4L6B8TD6cFUblYs2DgnGORP_hg0LBRqFY?YKTRzDFYU Scale = 1:21.0 1 2 3 4 5 6 7 8 12 11 10 9 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-212-2-0 12-2-0 12-2-0 12-2-0 0-4-72-10-143-1-00-1-80-4-70-1-82-10-148.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [5:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.08 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-2. (lb) - Max Horz 2=-63(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 12, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 7, 12, 9, 10, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 12, 9, 10, 11. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss PB06 Truss Type Piggyback Qty 7 Ply 1 323 West Clay Northlake Job Reference (optional) I37213859 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-4L6B8TD6cFUblYs2DgnGORPzvg?UBRSFY?YKTRzDFYU Scale = 1:25.5 1 2 3 4 5 67 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-2-0 12-2-0 6-1-0 6-1-0 12-2-0 6-1-0 0-4-73-11-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.19 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-2. (lb) - Max Horz 2=-85(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=255(LC 1), 10=292(LC 10), 8=292(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss PB07 Truss Type Piggyback Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213860 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-YXgZMpDkNZcSNiREnOIVxfy7R4LUwtQPnfHt?uzDFYT Scale = 1:21.0 1 2 3 4 5 6 7 10 9 8 4x8 4x8 3x4 3x4 2x4 2x4 3x8 0-2-212-2-0 12-2-0 12-2-0 12-2-0 0-4-70-10-141-1-00-1-80-4-70-1-80-10-148.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [5:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.20 0.11 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-8-2. (lb) - Max Horz 2=-17(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=389(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-297/133 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8, 9. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T01 Truss Type ROOF SPECIAL Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213861 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-0jDyZ9EM8tkJ_s0RK5pkTsVHiTeVfFhY?J1RXKzDFYS Scale = 1:45.9 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 8x8 5x6 5x6 6x6 6x6 5x6 5x6 8x8 3x6 3x4 3x4 3x6 3x6 3x4 3x4 0-1-130-1-130-1-134-0-0 4-0-0 8-0-0 4-0-0 10-4-0 2-4-0 11-7-0 1-3-0 13-11-0 2-4-0 17-11-0 4-0-0 21-11-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 10-4-0 2-4-0 11-7-0 1-3-0 13-11-0 2-4-0 17-11-0 4-0-0 21-11-0 4-0-0 0-9-04-7-36-11-87-1-50-9-06-11-812.00 12 Plate Offsets (X,Y)-- [1:Edge,0-6-9], [2:0-3-9,0-2-8], [4:0-4-3,Edge], [5:0-4-3,Edge], [7:0-3-9,0-2-8], [8:Edge,0-6-9], [9:0-1-12,0-0-0], [12:0-2-8,0-1-8], [13:0-2-8,0-1-8], [14:0-1-8 ,0-1-8], [17:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.30 0.25 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.03 (loc) 13 13 9 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-17,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-8-12 max.): 2-3, 4-5, 6-7. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)17=865/0-3-8, 9=865/0-3-8 Max Horz 17=-161(LC 4) Max Uplift 17=-36(LC 6), 9=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-995/105, 2-3=-998/142, 3-4=-1032/179, 4-5=-702/155, 5-6=-1032/179, 6-7=-998/142, 7-8=-995/105, 1-17=-825/87, 8-9=-825/87 BOT CHORD 15-16=-67/654, 13-15=-25/1005, 12-13=-17/702, 11-12=-19/1005, 10-11=0/654 WEBS 2-15=-33/513, 3-15=-316/68, 3-13=-638/120, 4-13=-87/589, 5-12=-87/589, 6-12=-638/120, 6-11=-316/68, 7-11=-33/513, 1-16=-26/494, 8-10=-38/494 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 9. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T02 Truss Type ROOF SPECIAL Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213862 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-VwnKnVF_vAs9c0bdupKz041PJt_MOdNiEzm_4mzDFYR Scale = 1:47.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 8x8 5x6 5x6 4x6 5x6 5x6 8x8 3x6 3x4 4x8 4x8 3x4 0-1-130-1-135-4-0 5-4-0 9-4-0 4-0-0 12-7-0 3-3-0 16-7-0 4-0-0 21-11-0 5-4-0 5-4-0 5-4-0 9-4-0 4-0-0 10-11-8 1-7-8 12-7-0 1-7-8 16-7-0 4-0-0 21-11-0 5-4-0 0-9-05-11-37-8-130-9-05-11-312.00 12 Plate Offsets (X,Y)-- [1:Edge,0-6-9], [2:0-3-9,0-2-8], [6:0-3-9,0-2-8], [7:Edge,0-6-9], [8:0-1-12,0-0-0], [14:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.50 0.21 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3, 5-6. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)14=865/0-3-8, 8=865/0-3-8 Max Horz 14=-177(LC 4) Max Uplift 14=-37(LC 6), 8=-37(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-991/111, 2-3=-809/144, 3-4=-1137/233, 4-5=-1137/233, 5-6=-809/144, 6-7=-991/111, 1-14=-813/95, 7-8=-813/95 BOT CHORD 13-14=-200/259, 11-13=-60/627, 10-11=-16/644, 9-10=0/627, 8-9=-100/259 WEBS 2-11=-41/308, 3-11=-902/189, 4-10=-143/733, 5-10=-902/189, 6-10=-41/308, 1-13=-53/371, 7-9=-67/371, 4-11=-143/733 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T03 Truss Type HIP Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213863 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-z6Li_qGcgU_0E9ApSWrCZHaY6HFp7DyrTdWXcCzDFYQ Scale = 1:45.1 1 2 3 4 9 8 7 6 5 10x10 4x8 5x10 MT18HS 10x10 3x6 3x4 3x8 0-1-136-8-0 6-8-0 15-3-0 8-7-0 21-11-0 6-8-0 6-8-0 6-8-0 15-3-0 8-7-0 21-11-0 6-8-0 0-9-07-3-37-5-00-9-07-3-312.00 12 Plate Offsets (X,Y)-- [1:0-5-4,Edge], [2:0-4-12,0-1-8], [3:0-7-0,0-1-12], [4:0-5-4,Edge], [5:0-1-15,0-1-15], [9:0-1-15,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-AS 0.62 0.52 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.02 (loc) 6-8 6-8 5 l/defl >999 >897 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 92 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF No.2, 1-9,4-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-9-13 max.): 2-3. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size)9=858/0-3-8, 5=858/0-3-8 Max Horz 9=-169(LC 4) Max Uplift 9=-14(LC 6), 5=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-975/114, 2-3=-606/153, 3-4=-974/114, 1-9=-806/98, 4-5=-804/99 BOT CHORD 8-9=-223/287, 6-8=-101/604, 5-6=-165/290 WEBS 2-8=0/296, 3-6=0/297, 1-8=-145/417, 4-6=-159/414 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T04 Truss Type HIP Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213864 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-RIv4CAHEQo6tsJl0?ENR5V7nuhdHseT_hHF58fzDFYP Scale = 1:49.0 1 2 3 4 9 8 7 6 5 10x10 5x6 5x8 10x10 3x6 3x4 3x8 0-1-138-0-0 8-0-0 13-11-0 5-11-0 21-11-0 8-0-0 8-0-0 8-0-0 13-11-0 5-11-0 21-11-0 8-0-0 0-9-08-7-38-9-00-9-08-7-312.00 12 Plate Offsets (X,Y)-- [1:0-5-4,Edge], [2:0-3-9,0-2-8], [3:0-5-8,0-2-4], [4:0-5-4,Edge], [5:0-1-15,0-1-15], [9:0-1-15,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-AS 0.37 0.44 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.02 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,4-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size)9=858/0-3-8, 5=858/0-3-8 Max Horz 9=-200(LC 4) Max Uplift 9=-18(LC 6), 5=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-936/120, 2-3=-544/169, 3-4=-936/120, 1-9=-783/111, 4-5=-783/111 BOT CHORD 8-9=-292/508, 6-8=-80/544, 5-6=-225/509 WEBS 2-8=0/271, 3-6=0/273, 1-8=-170/340, 4-6=-185/345 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T05 Truss Type HIP Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213865 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Nh1rcsIVyPMb5dvO7ePvAwCz5UHMKXIH9bkCDXzDFYN Scale = 1:56.4 1 2 3 4 5 6 11 10 9 8 7 6x8 5x6 5x6 6x8 3x6 4x8 3x4 3x4 3x4 0-1-139-4-0 9-4-0 12-7-0 3-3-0 21-11-0 9-4-0 3-7-12 3-7-12 9-4-0 5-8-4 12-7-0 3-3-0 18-3-4 5-8-4 21-11-0 3-7-12 0-9-09-11-310-1-00-9-09-11-312.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [1:Edge,0-2-8], [3:0-3-9,0-2-8], [4:0-3-0,0-1-15], [6:0-1-12,0-1-12], [6: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-AS 0.90 0.53 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.03 (loc) 7-8 7-8 7 l/defl >999 >610 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-9 REACTIONS.(lb/size)11=865/0-3-8, 7=865/0-3-8 Max Horz 11=-230(LC 4) Max Uplift 11=-21(LC 6), 7=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-535/0, 2-3=-824/159, 3-4=-494/175, 4-5=-824/159, 5-6=-537/0, 1-11=-391/0, 6-7=-392/0 BOT CHORD 9-11=-135/643, 8-9=-4/493, 7-8=-32/643 WEBS 3-9=-33/288, 4-8=-28/288, 2-11=-555/175, 5-7=-553/175 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T06 Truss Type HIP Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213866 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-rtbDqCJ7jjUSjnTahMw8j7lEcuY13_NROFUll_zDFYM Scale = 1:67.9 1 2 3 4 5 6 11 10 9 8 7 6x8 5x6 5x6 6x8 3x6 3x4 3x4 3x4 3x4 0-1-1310-6-11 10-6-11 11-4-5 0-9-11 21-11-0 10-6-11 3-7-10 3-7-10 10-6-11 6-11-1 11-4-5 0-9-11 18-3-6 6-11-1 21-11-0 3-7-10 0-9-011-1-1411-3-110-9-011-1-1412.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [1:Edge,0-2-12], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8], [6:0-1-12,0-1-12], [6:Edge,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.53 0.82 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.03 (loc) 9-11 9-11 7 l/defl >999 >462 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9,5-8,2-11,5-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)11=865/0-3-8, 7=865/0-3-8 Max Horz 11=-259(LC 4) Max Uplift 11=-22(LC 7), 7=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-585/0, 2-3=-803/156, 3-4=-459/189, 4-5=-803/156, 5-6=-585/0, 1-11=-421/0, 6-7=-421/0 BOT CHORD 9-11=-137/658, 8-9=-6/459, 7-8=-40/658 WEBS 3-9=-30/282, 4-8=-30/282, 2-11=-573/230, 5-7=-573/230 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T07 Truss Type COMMON Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213867 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-J39b1YKlU0cJKx2nE3RNGLHLIIuGoPmacvDIHQzDFYL Scale = 1:69.4 1 2 3 4 5 9 8 7 6 6x8 4x6 2x4 3x6 3x4 3x8 3x4 4x6 10-11-8 10-11-8 21-5-8 10-6-0 3-7-13 3-7-13 10-11-8 7-3-11 18-3-3 7-3-11 21-5-8 3-2-5 0-9-011-8-81-2-812.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [1:Edge,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.79 0.82 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.70 0.03 (loc) 7-9 7-9 6 l/defl >912 >364 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2, 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 4-7 REACTIONS.(lb/size)9=847/0-3-8, 6=847/Mechanical Max Horz 9=275(LC 5) Max Uplift 9=-25(LC 7), 6=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-456/0, 2-3=-772/152, 3-4=-772/153, 1-9=-330/0 BOT CHORD 7-9=-153/647, 6-7=-45/583 WEBS 2-7=-268/243, 3-7=-53/543, 2-9=-678/237, 4-6=-835/199 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T08 Truss Type Common Qty 9 Ply 1 323 West Clay Northlake Job Reference (optional) I37213868 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-nGizFuKNFKkAy5dzonycoYqW3iERXwzjrZzspszDFYK Scale = 1:41.7 1 2 3 4 5 6 7 10 9 8 4x6 3x6 5x12 2x4 2x4 3x6 6x6 6x6 10-11-8 10-11-8 21-11-0 10-11-8 -0-11-4 0-11-4 5-7-0 5-7-0 10-11-8 5-4-8 16-4-0 5-4-8 21-11-0 5-7-0 22-10-4 0-11-4 0-11-06-4-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [6:0-3-15,0-0-0], [8:Edge,0-1-8], [9:0-6-0,0-3-0] 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-SH 0.79 0.83 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.66 0.04 (loc) 8-9 8-9 8 l/defl >999 >393 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-8: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=928/0-3-8, 8=928/0-3-8 Max Horz 10=-69(LC 4) Max Uplift 10=-78(LC 6), 8=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1204/216, 3-4=-942/162, 4-5=-942/162, 5-6=-1204/216, 2-10=-819/211, 6-8=-819/211 BOT CHORD 9-10=-79/972, 8-9=-79/972 WEBS 4-9=-10/504 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T09 Truss Type SCISSORS Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213869 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-nGizFuKNFKkAy5dzonycoYqcLiLPXvmjrZzspszDFYK Scale: 1/4"=1' 1 2 3 4 5 6 4x6 3x8 5x8 4x6 3x8 4x6 6-11-0 6-11-0 13-10-0 6-11-0 -0-11-0 0-11-0 6-11-0 6-11-0 13-10-0 6-11-0 14-9-0 0-11-0 0-6-07-5-00-6-03-3-1212.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-1-4], [2:0-2-8,Edge], [4:0-2-8,Edge], [4:0-1-6,0-1-4], [6:0-3-15,0-2-8] 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-AS 0.38 0.38 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.18 0.06 (loc) 6-9 6-12 4 l/defl >999 >910 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=602/0-3-8, 4=602/0-3-8 Max Horz 2=164(LC 5) Max Uplift 2=-40(LC 6), 4=-40(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-937/0, 3-4=-937/37 BOT CHORD 2-6=0/689, 4-6=0/689 WEBS 3-6=0/757 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) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T10 Truss Type SCISSORS Qty 2 Ply 1 323 West Clay Northlake Job Reference (optional) I37213870 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-GSGLSEL?0es1aEC9MUUrLmNoz6etGN0t4DiPMIzDFYJ Scale = 1:30.8 1 2 3 4 5 6 7 8 6x10 4x6 5x6 6x10 4x6 4x6 7-5-8 7-5-8 14-11-0 7-5-8 -0-11-0 0-11-0 7-5-8 7-5-8 14-11-0 7-5-8 15-10-0 0-11-0 0-11-04-7-120-11-01-9-86.00 12 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.33 0.56 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.09 (loc) 8-11 8-11 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=652/0-3-8, 6=652/0-3-8 Max Horz 2=47(LC 6) Max Uplift 2=-57(LC 6), 6=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1126/154, 4-6=-1126/154 BOT CHORD 2-8=-39/964, 6-8=-39/964 WEBS 4-8=0/592 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T11 Truss Type SCISSORS Qty 4 Ply 1 323 West Clay Northlake Job Reference (optional) I37213871 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-keqkgaMdnx_uBOnMwC?4tzvzgV_1_qE0ItSzulzDFYI Scale = 1:30.3 1 2 3 4 5 6 7 6x10 4x6 5x6 6x10 4x6 4x6 7-5-8 7-5-8 14-11-0 7-5-8 7-5-8 7-5-8 14-11-0 7-5-8 15-10-0 0-11-0 0-11-04-7-120-11-01-9-86.00 12 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.33 0.56 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.09 (loc) 7-10 7-10 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=595/0-3-8, 5=653/0-3-8 Max Horz 1=-55(LC 7) Max Uplift 1=-28(LC 6), 5=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1132/155, 3-5=-1133/156 BOT CHORD 1-7=-41/970, 5-7=-41/970 WEBS 3-7=0/593 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) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T12 Truss Type SCISSORS Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213872 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:04:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-keqkgaMdnx_uBOnMwC?4tzv_tV_6_qD0ItSzulzDFYI Scale = 1:29.8 1 2 3 4 5 6 6x10 4x6 6x10 4x6 5x6 4x6 7-5-8 7-5-8 14-11-0 7-5-8 7-5-8 7-5-8 14-11-0 7-5-8 0-11-04-7-120-11-01-9-86.00 12 3.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.32 0.56 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.09 (loc) 6-9 6-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=597/0-3-8, 5=597/Mechanical Max Horz 1=-36(LC 4) Max Uplift 1=-28(LC 6), 5=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1139/176, 3-5=-1139/176 BOT CHORD 1-6=-84/977, 5-6=-84/977 WEBS 3-6=0/595 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 7) 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T13 Truss Type Half Hip Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213873 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-CrO6tvNFYF7lpYMYTvWJQBSCtvSGjKDAXXCWQBzDFYH Scale = 1:17.5 1 2 3 4 7 6 5 4x6 2x4 3x4 2x4 3x4 5x6 1-6-0 1-6-0 4-0-0 2-6-0 -0-11-4 0-11-4 1-6-0 1-6-0 4-0-0 2-6-0 1-5-02-11-012.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-4-8,0-2-0] 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-P 0.11 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=143/Mechanical, 7=223/0-3-8 Max Horz 7=92(LC 5) Max Uplift 5=-39(LC 5), 7=-24(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213874 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-g1yU4FOuJZFcRixk1d1YyO?ELJfaSaXJmBx3zdzDFYG Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 17 16 15 19 18 5x6 3x6 5x6 8x8 3x6 5x8 3x4 3x6 3x4 3x6 3x8 3x4 8x8 8x10 3x4 4x8 2x4 2x4 4x6 2x4 6x8 10x10 8x16 6x10 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 24-6-8 9-2-0 28-0-0 3-5-8 29-6-0 1-6-0 31-11-3 2-5-3 38-11-0 6-11-13 39-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 19-11-8 4-7-0 24-6-8 4-7-0 28-0-0 3-5-8 29-6-0 1-6-0 31-11-3 2-5-3 38-11-0 6-11-13 39-11-0 1-0-0 0-11-011-0-00-11-03-0-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3], [8:0-5-8,0-1-12], [18:0-8-0,0-5-12] 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-AS 0.64 0.62 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.65 0.44 (loc) 17 21-22 15 l/defl >999 >737 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-22,7-22,7-21,8-21,16-18: 2x4 SPF No.2 2-25,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-12 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-22, 7-22, 7-21, 8-21, 12-16, 9-20 REACTIONS.(lb/size)15=1583/0-3-8, 25=1649/0-3-8 Max Horz 25=260(LC 5) Max Uplift 15=-53(LC 7), 25=-86(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-354/0, 3-4=-2257/207, 4-6=-1826/258, 6-7=-1413/261, 7-8=-1407/259, 8-9=-2965/345, 9-10=-2927/265, 10-12=-3653/296, 12-13=-2248/205, 13-14=-339/0 BOT CHORD 24-25=-191/1284, 22-24=-86/1796, 21-22=-19/1465, 15-16=-136/1350, 18-19=-29/3016 WEBS 3-24=0/518, 4-22=-501/165, 6-22=-22/592, 7-22=-285/191, 7-21=-283/178, 8-21=-878/5, 12-16=-2470/152, 13-16=-14/432, 3-25=-1790/299, 13-15=-1890/355, 10-18=-111/1798, 16-18=-92/3081, 19-21=0/1837, 8-19=-127/2475, 12-18=0/1775, 10-19=-1523/82 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) -0-11-0 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 25. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T15 Truss Type PIGGYBACK BASE Qty 3 Ply 1 323 West Clay Northlake Job Reference (optional) I37213875 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-8DWsIbOW4sNT2sWxbKYnVcXQOj_yB8dT?rhdV4zDFYF Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 5x6 3x6 5x6 5x6 3x6 5x6 3x6 3x4 3x6 3x8 3x4 3x8 3x6 3x4 3x4 4x6 3x4 3x6 4x6 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 24-6-8 9-2-0 31-11-3 7-4-11 38-11-0 6-11-13 39-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 19-11-8 4-7-0 24-6-8 4-7-0 31-11-3 7-4-11 38-11-0 6-11-13 39-11-0 1-0-0 40-10-0 0-11-0 0-11-011-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-2-8], [8:0-3-8,0-2-8] 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-AS 0.62 0.61 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.45 0.12 (loc) 17-18 17-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-21,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 7-18, 7-17, 10-17 REACTIONS.(lb/size)14=1649/0-3-8, 21=1649/0-3-8 Max Horz 21=-247(LC 4) Max Uplift 14=-86(LC 7), 21=-86(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/0, 3-4=-2257/206, 4-6=-1826/257, 6-7=-1413/260, 7-8=-1413/260, 8-10=-1826/257, 10-11=-2257/206, 11-12=-353/0 BOT CHORD 20-21=-177/1284, 18-20=-72/1795, 17-18=-6/1462, 15-17=-31/1795, 14-15=-83/1284 WEBS 3-20=0/517, 4-18=-501/165, 6-18=-18/589, 7-18=-278/188, 7-17=-278/188, 8-17=-18/589, 10-17=-501/165, 11-15=0/517, 3-21=-1790/298, 11-14=-1790/298 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) -0-11-0 to 40-10-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 21. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T15A Truss Type PIGGYBACK BASE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213876 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-cQ4EVxP8rAVJg05791302p4aq7K3wU3cDVQA1WzDFYE Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 18 17 16 20 19 5x6 3x6 5x6 8x8 3x6 5x8 3x6 3x4 3x6 3x8 3x4 8x8 8x10 3x4 4x6 3x4 2x4 2x4 4x6 2x4 6x8 10x10 8x16 6x10 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 24-6-8 9-2-0 28-0-0 3-5-8 29-6-0 1-6-0 31-11-3 2-5-3 38-11-0 6-11-13 39-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 19-11-8 4-7-0 24-6-8 4-7-0 28-0-0 3-5-8 29-6-0 1-6-0 31-11-3 2-5-3 38-11-0 6-11-13 39-11-0 1-0-0 40-10-0 0-11-0 0-11-011-0-00-11-03-0-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3], [8:0-5-8,0-1-12], [19:0-8-0,0-5-12] 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-AS 0.64 0.62 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.65 0.44 (loc) 18 22-23 16 l/defl >999 >737 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-23,7-23,7-22,8-22,17-19: 2x4 SPF No.2 2-26,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-13 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-23, 7-23, 7-22, 8-22, 12-17, 9-21 REACTIONS.(lb/size)16=1647/0-3-8, 26=1648/0-3-8 Max Horz 26=-247(LC 4) Max Uplift 16=-86(LC 7), 26=-86(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-354/0, 3-4=-2256/207, 4-6=-1825/258, 6-7=-1412/260, 7-8=-1405/258, 8-9=-2959/324, 9-10=-2922/244, 10-12=-3646/265, 12-13=-2243/203, 13-14=-348/0 BOT CHORD 25-26=-177/1284, 23-25=-72/1795, 22-23=-6/1463, 16-17=-96/1321, 19-20=0/3010 WEBS 3-25=0/518, 4-23=-502/165, 6-23=-21/592, 7-23=-284/191, 7-22=-284/178, 8-22=-876/0, 12-17=-2467/110, 13-17=-15/457, 3-26=-1789/299, 13-16=-1862/331, 10-19=-83/1792, 17-19=-39/3073, 20-22=0/1834, 8-20=-86/2469, 12-19=0/1772, 10-20=-1518/59 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) -0-11-0 to 40-10-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 26. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T16 Truss Type PIGGYBACK BASE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213877 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-4cddjHQmcUdAI9fJilaFa1dlvWbXfwAlS9AjZyzDFYD Scale = 1:86.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16272829 8x8 3x6 6x6 5x6 3x6 5x6 4x8 2x4 2x4 3x8 4x10 3x4 3x6 5x12 8x10 3x4 3x8 3x6 3x4 3x4 4x6 3x4 4x6 5x6 1-0-0 1-0-0 2-3-8 1-3-8 7-11-13 5-8-5 13-8-8 5-8-11 15-4-8 1-8-0 24-6-8 9-2-0 31-11-3 7-4-11 38-11-0 6-11-13 39-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-3-8 1-3-8 7-11-13 5-8-5 13-8-8 5-8-11 15-4-8 1-8-0 19-11-8 4-7-0 24-6-8 4-7-0 31-11-3 7-4-11 38-11-0 6-11-13 39-11-0 1-0-0 40-10-0 0-11-0 0-11-011-0-00-11-00-8-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [8:0-3-12,0-2-0], [10:0-3-12,0-2-0], [24:0-3-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.68 0.92 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.59 0.23 (loc) 19-20 19-20 16 l/defl >999 >808 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-25,7-21: 2x3 SPF No.2, 18-21: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-20,9-20,9-19,10-19: 2x4 SPF No.2, 2-26,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-10 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-22 WEBS 1 Row at midpt 8-20, 9-20, 9-19, 12-19 REACTIONS.(lb/size)16=1840/0-3-8, 26=1784/0-3-8 Max Horz 26=-247(LC 4) Max Uplift 16=-86(LC 7), 26=-86(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3108/199, 4-5=-2750/215, 5-7=-2263/256, 7-8=-2197/338, 8-9=-1621/256, 9-10=-1639/259, 10-12=-2097/257, 12-13=-2574/205, 13-14=-271/0, 2-26=-354/108 BOT CHORD 25-26=-153/1205, 24-25=-97/897, 23-24=-208/2748, 22-23=-77/2218, 19-20=-6/1687, 17-19=-32/2062, 16-17=-78/1399 WEBS 3-24=-164/2497, 4-23=-542/154, 5-22=-563/136, 20-22=0/1705, 8-22=-193/1089, 9-20=-302/181, 9-19=-273/190, 10-19=-27/750, 12-19=-555/167, 13-17=0/671, 5-23=0/357, 3-26=-1805/87, 3-25=-1259/152, 13-16=-2021/251 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) -0-11-0 to 40-10-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 26. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T17 Truss Type HIP Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213878 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-1?lN8zR075tuXTpiqAdjfSi6aKIu7qs2vSfqerzDFYB Scale = 1:87.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 8x8 3x6 5x6 5x6 3x6 5x6 4x8 5x12 2x4 2x4 3x6 6x6 3x4 3x6 3x8 3x8 3x8 3x6 3x8 2x4 3x4 4x6 3x4 2x4 5x12 3x8 0-2-21-0-0 1-0-0 2-3-8 1-3-8 7-11-14 5-8-6 13-8-8 5-8-11 14-2-4 0-5-12 19-11-8 5-9-4 25-8-12 5-9-4 31-10-11 6-1-15 38-11-0 7-0-4 39-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-3-8 1-3-8 7-11-14 5-8-6 13-8-8 5-8-11 14-2-4 0-5-12 19-11-8 5-9-4 25-8-12 5-9-4 31-10-11 6-1-15 35-5-0 3-6-4 38-11-0 3-6-0 39-11-0 1-0-0 40-10-0 0-11-0 0-11-010-0-610-2-80-11-00-8-010-0-66.00 12 8.00 12 Plate Offsets (X,Y)-- [20:0-2-8,0-1-8], [23:0-1-8,0-1-0], [23:0-6-0,0-2-0] 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-AS 0.61 0.87 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.37 0.22 (loc) 20-21 20-21 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-26,22-23: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-18,8-23: 2x4 SPF No.2, 2-27,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-3 max.): 7-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-20, 8-18, 11-18, 8-23 REACTIONS.(lb/size)16=1651/0-3-8, 27=1652/0-3-8 Max Horz 27=-226(LC 4) Max Uplift 16=-80(LC 7), 27=-79(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2997/203, 4-5=-2504/215, 5-7=-2018/260, 7-8=-1583/255, 8-9=-1484/257, 9-11=-1880/260, 11-12=-2170/219, 12-13=-2316/211, 13-14=-372/0, 2-27=-383/107, 14-16=-284/37 BOT CHORD 26-27=-155/1096, 25-26=-99/822, 24-25=-223/2654, 23-24=-103/2014, 18-20=-34/1637, 17-18=-21/1763, 16-17=-45/1202 WEBS 3-26=-1139/150, 4-24=-654/149, 5-24=0/367, 5-23=-545/139, 8-18=-425/154, 9-18=-26/633, 11-18=-390/131, 11-17=0/260, 7-23=-29/718, 8-23=-256/179, 20-23=-38/1613, 3-25=-179/2377, 3-27=-1609/91, 13-17=-30/692, 13-16=-1629/216 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) -0-11-0 to 40-10-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 27. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T18 Truss Type HIP Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213879 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-VBJlLJSeuP?l9dOuOt8yCfFDbkdasHfC86OOAHzDFYA Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 8x10 5x8 3x6 5x6 6x10 4x6 3x8 3x6 6x6 6x16 4x8 4x6 6x10 3x8 5x12 2x4 3x4 5x8 3x4 5x6 3x8 0-2-21-0-0 1-0-0 2-3-8 1-3-8 11-2-4 8-10-12 13-8-8 2-6-4 21-2-10 7-6-2 28-8-12 7-6-2 38-11-0 10-2-4 39-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-3-8 1-3-8 11-2-4 8-10-12 13-8-8 2-6-4 21-2-10 7-6-2 28-8-12 7-6-2 33-10-0 5-1-4 38-11-0 5-0-15 39-11-0 1-0-0 40-10-0 0-11-0 0-11-01-5-08-0-68-2-80-11-00-8-08-0-66.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-4-13,Edge], [17:0-2-8,0-2-0], [19:0-6-4,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.85 0.90 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.68 0.25 (loc) 14-15 14-15 14 l/defl >999 >701 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-22,6-18: 2x3 SPF No.2, 14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-15,2-23,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-4 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-20, 6-20, 7-19, 7-15 REACTIONS.(lb/size)14=1649/0-3-8, 23=1649/0-3-8 Max Horz 23=-179(LC 4) Max Uplift 14=-66(LC 7), 23=-66(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/63, 3-4=-3074/240, 4-5=-2339/234, 5-6=-1822/251, 6-7=-2046/277, 7-9=-1643/240, 9-10=-2064/247, 10-11=-2293/250, 11-12=-621/0, 2-23=-463/137, 12-14=-368/0 BOT CHORD 22-23=-160/1056, 21-22=-58/790, 4-21=0/319, 20-21=-325/2908, 19-20=-185/2040, 6-19=-58/369, 17-18=0/351, 15-17=-144/2069, 14-15=-41/1280 WEBS 3-22=-1089/87, 3-21=-227/2544, 4-20=-1091/296, 5-20=-77/907, 6-20=-751/246, 17-19=-185/1766, 7-15=-693/190, 9-15=-18/726, 3-23=-1505/69, 11-15=-74/570, 11-14=-1572/327 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) -0-11-0 to 40-10-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 23. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T19 Truss Type HIP Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213880 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-zNt7YeTHfi7cmnz4xbfBltnRS8z5bk1LNm8xijzDFY9 Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 8x8 6x6 3x6 5x8 4x8 6x16 2x4 3x6 3x6 3x4 5x12 3x4 2x4 3x8 3x8 3x4 4x6 3x4 5x6 5x12 6x6 3x8 0-2-21-0-0 1-0-0 2-3-8 1-3-8 8-2-4 5-10-12 13-8-8 5-6-4 17-11-0 4-2-8 24-11-2 7-0-2 31-8-12 6-9-10 38-11-0 7-2-4 39-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-3-8 1-3-8 8-2-4 5-10-12 13-8-8 5-6-4 17-11-0 4-2-8 24-11-2 7-0-2 31-8-12 6-9-10 36-5-0 4-8-4 38-11-0 2-6-0 39-11-0 1-0-0 40-10-0 0-11-0 0-11-01-5-06-0-66-2-80-11-00-8-06-0-66.00 12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.65 0.88 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.57 0.26 (loc) 17-18 17-18 14 l/defl >999 >831 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-23,6-19: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-24,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-6 max.): 5-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-15 REACTIONS.(lb/size)14=1649/0-3-8, 24=1649/0-3-8 Max Horz 24=-133(LC 4) Max Uplift 14=-96(LC 4), 24=-96(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2997/269, 4-5=-2513/247, 5-6=-2803/326, 6-7=-2787/323, 7-9=-2738/328, 9-10=-1796/239, 10-11=-2261/228, 11-12=-356/0, 2-24=-389/115 BOT CHORD 23-24=-177/1089, 22-23=-106/809, 21-22=-341/2674, 20-21=-237/2022, 6-20=-301/127, 18-19=-55/257, 17-18=-261/2613, 15-17=-261/2613, 14-15=-121/1326 WEBS 4-21=-660/169, 5-21=0/361, 5-20=-229/1120, 18-20=-257/2519, 7-18=-413/156, 9-17=0/271, 9-15=-1140/237, 10-15=-33/797, 11-15=-171/597, 3-22=-285/2382, 3-23=-1120/162, 11-14=-1868/373, 3-24=-1597/103 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) -0-11-0 to 40-10-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 24. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213881 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-RaRWm_UvQ0FTOxYHVIAQH4KcjXJJK9iVcQtUFAzDFY8 Scale = 1:85.6 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 5x6 3x6 5x6 5x6 6x8 6x6 5x6 3x4 3x6 3x4 3x6 3x8 3x4 3x8 4x8 6x8 3x6 3x4 4x6 3x8 MT18HS4x6 0-2-21-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 24-6-8 9-2-0 34-2-0 9-7-8 38-2-0 4-0-0 42-11-0 4-9-0 43-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 19-11-8 4-7-0 24-6-8 4-7-0 31-9-15 7-3-7 34-2-0 2-4-1 38-2-0 4-0-0 42-11-0 4-9-0 43-11-0 1-0-0 0-11-04-4-141-5-011-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-3-4,0-2-4], [8:0-3-12,0-2-0], [15:0-2-8,0-1-8] 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-AS 0.62 0.88 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.81 0.17 (loc) 16-18 16-18 14 l/defl >999 >646 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 213 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-19,7-19,7-18,8-18: 2x4 SPF No.2, 2-22,13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-8 max.): 6-8, 10-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-19, 7-19, 7-18, 9-18 REACTIONS.(lb/size)14=1744/0-3-8, 22=1810/0-3-8 Max Horz 22=263(LC 5) Max Uplift 14=-74(LC 7), 22=-84(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/0, 3-4=-2520/227, 4-6=-2100/281, 6-7=-1642/280, 7-8=-1780/286, 8-9=-2278/289, 9-10=-3843/351, 10-11=-3151/282, 11-12=-2533/227, 12-13=-283/0 BOT CHORD 21-22=-192/1407, 19-21=-86/2015, 18-19=-19/1762, 16-18=-147/2681, 15-16=-103/2073, 14-15=-119/1362 WEBS 3-21=0/615, 4-19=-495/164, 6-19=-32/738, 7-19=-450/174, 8-18=-42/863, 9-18=-1152/217, 9-16=-53/1339, 10-16=-2238/209, 11-16=-86/1578, 12-15=0/728, 3-22=-1972/311, 12-14=-1926/262 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) -0-11-0 to 43-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 22. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213882 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-vm?uzKVXBKNK047T30hfqHslRxhx3fDeq4d2nczDFY7 Scale = 1:85.6 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 5x6 3x6 5x6 5x6 5x6 5x8 3x4 3x6 3x4 3x6 3x8 3x4 3x8 4x6 6x6 3x4 3x4 4x6 3x8 4x6 0-2-21-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 24-6-8 9-2-0 31-2-0 6-7-8 35-2-0 4-0-0 35-11-3 0-9-3 42-11-0 6-11-13 43-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 19-11-8 4-7-0 24-6-8 4-7-0 31-2-0 6-7-8 35-2-0 4-0-0 39-1-15 3-11-15 42-11-0 3-9-1 43-11-0 1-0-0 0-11-06-4-141-5-011-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-3-4,0-2-4], [8:0-3-12,0-2-0], [15:0-2-8,0-2-0] 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-AS 0.74 0.73 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.53 0.16 (loc) 17-18 17-18 13 l/defl >999 >979 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17,12-13: 2x4 SPF No.2, 2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-3 max.): 6-8, 9-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 7-18, 7-17, 9-17 REACTIONS.(lb/size)13=1744/0-3-8, 21=1810/0-3-8 Max Horz 21=263(LC 5) Max Uplift 13=-74(LC 7), 21=-84(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-368/0, 3-4=-2519/229, 4-6=-2101/281, 6-7=-1644/280, 7-8=-1776/290, 8-9=-2228/291, 9-10=-2552/287, 10-11=-2513/228, 11-12=-364/0 BOT CHORD 20-21=-200/1408, 18-20=-101/2014, 17-18=-39/1760, 15-17=-111/2564, 14-15=-71/1989, 13-14=-174/1518 WEBS 3-20=0/613, 4-18=-493/165, 6-18=-32/738, 7-18=-441/178, 8-17=-40/855, 9-17=-1077/177, 9-15=-800/116, 10-15=-70/1051, 11-14=-66/485, 3-21=-1970/313, 11-13=-2135/429 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) -0-11-0 to 43-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 21. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T22 Truss Type PIGGYBACK BASE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213883 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-NyZGBgV9ydVBdEifdjCuMVPyYL3FoCun3kMbJ2zDFY6 Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x8 3x6 5x6 5x6 3x6 5x6 3x4 3x6 3x6 3x6 3x8 3x8 2x4 3x8 3x6 3x4 4x6 4x8 3x6 0-8-8 0-8-8 7-8-5 6-11-13 15-1-0 7-4-11 21-2-0 6-1-0 27-3-0 6-1-0 34-7-11 7-4-11 41-7-8 6-11-13 42-7-8 1-0-0 0-8-8 0-8-8 7-8-5 6-11-13 15-1-0 7-4-11 21-2-0 6-1-0 27-3-0 6-1-0 34-7-11 7-4-11 41-7-8 6-11-13 42-7-8 1-0-0 1-0-1211-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-3-4,0-2-4], [7:0-3-4,0-2-4], [19:0-2-8,0-1-8] 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-AS 0.59 0.60 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.31 0.14 (loc) 16 13-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,6-17,6-16,6-15,7-15: 2x4 SPF No.2, 1-20,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-17, 6-17, 6-15, 9-15 REACTIONS.(lb/size)12=1693/0-5-8, 20=1693/Mechanical Max Horz 20=-255(LC 4) Max Uplift 12=-51(LC 7), 20=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/0, 2-3=-2376/220, 3-5=-1996/278, 5-6=-1557/278, 6-7=-1569/279, 7-9=-2011/280, 9-10=-2442/224, 10-11=-341/0 BOT CHORD 19-20=-223/1003, 17-19=-122/1893, 16-17=-52/1694, 15-16=-52/1694, 13-15=-75/1950, 12-13=-132/1398 WEBS 2-19=0/901, 3-17=-447/161, 5-17=-23/653, 6-17=-422/173, 6-15=-400/175, 7-15=-24/662, 9-15=-499/162, 9-13=0/253, 10-13=0/559, 2-20=-1814/326, 10-12=-1950/331 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) 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) 12, 20. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T23 Truss Type PIGGYBACK BASE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213884 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-r86eO0Wnjxd2FOHsAQk7viy6LlLLXcIxIO69rVzDFY5 Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 5x6 3x6 8x8 12x12 5x6 8x8 5x6 3x4 3x6 3x4 3x6 3x8 5x6 4x8 4x6 6x8 6x6 3x4 4x6 3x4 3x6 4x8 0-2-20-2-21-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 19-11-8 4-7-0 24-6-8 4-7-0 24-10-4 0-3-12 27-10-4 3-0-0 37-8-12 9-10-8 42-11-0 5-2-4 43-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 19-11-8 4-7-0 24-6-8 4-7-0 24-10-4 0-3-12 27-10-4 3-0-0 32-9-8 4-11-4 37-8-12 4-11-4 38-8-12 1-0-0 42-11-0 4-2-4 43-11-0 1-0-0 0-11-010-7-64-0-61-5-011-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-9], [8:0-3-3,Edge], [11:0-3-3,Edge], [16:0-3-8,0-2-8] 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-AS 0.65 0.86 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.75 0.16 (loc) 16-18 16-18 15 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 257 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x10 SP No.1, 8-9,9-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,7-21,8-18,8-19,7-19: 2x4 SPF No.2, 2-23,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-12 max.): 6-9, 11-12. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-21, 7-21, 8-18, 10-18, 8-19, 7-19 REACTIONS.(lb/size)15=1744/0-3-8, 23=1810/0-3-8 Max Horz 23=246(LC 5) Max Uplift 15=-113(LC 7), 23=-84(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-379/0, 3-4=-2515/231, 4-6=-2118/284, 6-7=-1648/281, 7-8=-1826/291, 8-9=-1737/280, 9-10=-2166/300, 10-11=-2963/329, 11-12=-2369/211, 12-13=-2578/209 BOT CHORD 22-23=-202/1414, 21-22=-117/2010, 19-21=-66/1785, 18-19=-8/1820, 16-18=-73/2031, 15-16=-115/1331 WEBS 3-22=0/603, 4-21=-486/162, 6-21=-38/775, 7-21=-485/133, 8-18=-286/172, 9-18=-78/835, 10-18=-509/177, 10-16=-74/687, 11-16=-1618/195, 12-16=-38/1081, 3-23=-1971/322, 13-15=-1926/205, 13-16=0/823 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) -0-11-0 to 43-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 15=113. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T24 Truss Type PIGGYBACK BASE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213885 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-KLg0cMXPUFlvtYs2k8FMSwUHP9icG2L4W2riOxzDFY4 Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 5x6 3x6 5x6 5x6 5x6 8x8 5x6 5x8 5x8 3x4 3x6 3x4 3x6 3x8 3x4 4x8 4x8 3x8 3x4 4x8 3x6 4x6 0-2-20-2-21-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 24-6-8 9-2-0 30-10-4 6-3-12 35-8-12 4-10-8 42-11-0 7-2-4 43-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 19-11-8 4-7-0 24-6-8 4-7-0 27-10-4 3-3-12 30-10-4 3-0-0 34-8-12 3-10-8 35-8-12 1-0-0 39-5-0 3-8-4 42-11-0 3-6-0 43-11-0 1-0-0 0-11-08-7-66-0-61-5-011-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-3-4,0-2-4], [8:0-3-12,0-2-0], [10:0-4-13,Edge], [12:0-4-12,0-2-0] 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-AS 0.70 0.80 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.54 0.16 (loc) 19-20 19-20 15 l/defl >999 >965 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9,10-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-20,7-20,7-19,8-19: 2x4 SPF No.2, 2-23,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-10 max.): 6-8, 9-10, 11-12. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-20, 7-20, 7-19, 9-19, 9-17 REACTIONS.(lb/size)15=1744/0-3-8, 23=1810/0-3-8 Max Horz 23=263(LC 5) Max Uplift 15=-74(LC 7), 23=-84(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/0, 3-4=-2519/230, 4-6=-2101/282, 6-7=-1644/281, 7-8=-1773/290, 8-9=-2186/319, 9-10=-1916/270, 10-11=-2327/288, 11-12=-2008/236, 12-13=-2531/231, 13-14=-386/0 BOT CHORD 22-23=-207/1408, 20-22=-113/2014, 19-20=-54/1760, 17-19=-48/2107, 16-17=-80/2154, 15-16=-154/1474 WEBS 3-22=0/613, 4-20=-492/165, 6-20=-34/740, 7-20=-442/179, 8-19=-98/974, 9-19=-906/184, 9-17=-546/90, 10-17=-77/945, 11-17=-415/105, 11-16=-747/64, 12-16=0/788, 13-16=-39/559, 3-23=-1970/314, 13-15=-2048/392 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) -0-11-0 to 43-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 23. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T25 Truss Type PIGGYBACK BASE Qty 4 Ply 1 323 West Clay Northlake Job Reference (optional) I37213886 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-oXEPpiY1FYtmUiQEIrmb_71UMY5K?X1ElibFwNzDFY3 Scale = 1:83.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x6 3x6 5x6 5x6 3x6 10x16 3x6 3x6 3x6 3x8 3x8 2x4 3x8 3x6 3x4 4x8 3x6 7-8-5 7-8-5 15-1-0 7-4-11 21-2-0 6-1-0 27-3-0 6-1-0 34-7-11 7-4-11 41-7-8 6-11-13 42-7-8 1-0-0 0-8-8 0-8-8 7-8-5 6-11-13 15-1-0 7-4-11 21-2-0 6-1-0 27-3-0 6-1-0 34-7-11 7-4-11 41-7-8 6-11-13 42-7-8 1-0-0 43-6-8 0-11-0 1-0-1211-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-3-4,0-2-4], [7:0-3-4,0-2-4], [10:0-4-0,0-3-0], [13:0-2-5,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.56 0.57 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.32 0.13 (loc) 18 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,6-19,6-18,6-17,7-17,10-14: 2x4 SPF No.2, 1-22: 2x4 SPF-S Stud 11-13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-19, 6-19, 6-17, 9-17 REACTIONS.(lb/size)22=1689/Mechanical, 13=1760/0-5-8 Max Horz 22=-265(LC 4) Max Uplift 22=-50(LC 6), 13=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/0, 2-3=-2370/219, 3-5=-1989/277, 5-6=-1551/277, 6-7=-1559/277, 7-9=-1999/277, 9-10=-2410/222, 10-11=-1229/50, 11-13=-1694/80 BOT CHORD 21-22=-210/1001, 19-21=-109/1887, 18-19=-40/1686, 17-18=-40/1686, 15-17=-42/1922, 14-15=-54/1275 WEBS 2-21=0/898, 3-19=-447/161, 5-19=-23/649, 6-19=-417/173, 6-17=-402/175, 7-17=-23/655, 9-17=-478/163, 10-15=-12/655, 10-14=-1124/223, 2-22=-1809/326, 11-14=-101/1492 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) 0-1-12 to 43-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 13. 7) 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T25A Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213887 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-kwM9EOZInA8Tk?adPGo33Y6mOMlCTMBWD04M_GzDFY1 Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1424 5x6 3x6 5x6 5x6 5x8 5x8 3x6 3x4 3x6 3x8 3x8 2x4 3x8 3x4 5x12 5x8 3x4 4x6 4x6 3x4 3x6 0-2-27-11-13 7-11-13 15-4-8 7-4-11 21-5-8 6-1-0 27-6-8 6-1-0 34-11-3 7-4-11 41-11-0 6-11-13 42-11-0 1-0-0 43-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 21-5-8 6-1-0 27-6-8 6-1-0 34-11-3 7-4-11 41-11-0 6-11-13 42-11-0 1-0-0 43-11-0 1-0-0 44-10-0 0-11-0 0-11-01-2-1411-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [9:0-3-4,Edge], [11:0-6-0,0-1-0], [15:0-2-8,0-2-8] 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-MSH 0.78 0.68 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.15 (loc) 18-19 16-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-21: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-20,7-20,7-19,7-18,8-18: 2x4 SPF No.2, 2-23,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 6-8, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 7-20, 7-18, 9-18, 10-16 REACTIONS.(lb/size)23=1809/0-3-8, 14=1802/0-3-8 Max Horz 23=251(LC 4) Max Uplift 23=-84(LC 5), 14=-90(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/0, 3-4=-2521/94, 4-6=-2095/138, 6-7=-1636/162, 7-8=-1679/165, 8-9=-2152/142, 9-10=-2748/106, 10-11=-3240/109 BOT CHORD 22-23=-200/1373, 20-22=-103/2018, 19-20=-33/1796, 18-19=-33/1796, 16-18=0/2223, 15-16=-48/3052, 14-15=0/1415 WEBS 3-22=0/653, 4-22=0/250, 4-20=-503/163, 6-20=0/726, 7-20=-466/173, 7-18=-391/181, 8-18=0/755, 9-18=-690/175, 9-16=0/419, 10-16=-842/84, 10-15=-1704/136, 3-23=-1979/187, 11-15=-95/2486, 11-14=-1938/8 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 14. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 58 lb up at 42-11-0 on top chord, and 1 lb down and 7 lb up at 42-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T25A Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213887 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:16 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-kwM9EOZInA8Tk?adPGo33Y6mOMlCTMBWD04M_GzDFY1 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, 3-6=-60, 6-8=-60, 8-10=-60, 10-11=-60, 11-12=-60, 12-13=-60, 14-23=-20 Concentrated Loads (lb) Vert: 24=7(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T26 Truss Type PIGGYBACK BASE Qty 3 Ply 1 323 West Clay Northlake Job Reference (optional) I37213888 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-C6wXRjawYTGKL99pz_JIcmf_0m6fCwQgRgpwXizDFY0 Scale = 1:81.6 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 5x6 3x6 5x6 5x6 3x6 5x6 3x6 3x6 3x6 3x8 3x8 2x4 3x8 3x6 3x4 4x6 3x4 4x8 3x6 7-8-5 7-8-5 15-1-0 7-4-11 21-2-0 6-1-0 27-3-0 6-1-0 34-7-11 7-4-11 41-7-8 6-11-13 42-7-8 1-0-0 0-8-8 0-8-8 7-8-5 6-11-13 15-1-0 7-4-11 21-2-0 6-1-0 27-3-0 6-1-0 34-7-11 7-4-11 41-7-8 6-11-13 42-7-8 1-0-0 43-6-7 0-10-15 1-0-1211-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-3-4,0-2-4], [7:0-3-4,0-2-4], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.59 0.60 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.31 0.14 (loc) 17 14-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 206 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,6-18,6-17,6-16,7-16: 2x4 SPF No.2, 1-21,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-18, 6-18, 6-16, 9-16 REACTIONS.(lb/size)13=1758/0-5-8, 21=1693/Mechanical Max Horz 21=-264(LC 4) Max Uplift 13=-85(LC 7), 21=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/0, 2-3=-2375/219, 3-5=-1995/278, 5-6=-1555/277, 6-7=-1567/278, 7-9=-2009/279, 9-10=-2437/222, 10-11=-351/0 BOT CHORD 20-21=-209/1002, 18-20=-108/1892, 17-18=-39/1693, 16-17=-39/1693, 14-16=-45/1945, 13-14=-93/1368 WEBS 2-20=0/901, 3-18=-447/161, 5-18=-23/652, 6-18=-421/173, 6-16=-400/175, 7-16=-24/661, 9-16=-495/161, 9-14=0/251, 10-14=0/584, 2-21=-1813/327, 10-13=-1920/307 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) 0-1-12 to 43-6-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 21. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T27 Truss Type PIGGYBACK BASE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213889 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-gIUvf3bYJnOBzJk?XhqX9zC9jAR6xLcpgKZT38zDFY? Scale = 1:87.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 5x6 3x6 5x8 5x8 5x8 5x12 5x6 3x6 3x4 3x6 3x8 3x8 2x4 3x8 6x6 6x8 3x4 4x6 4x6 3x4 3x6 3x4 0-2-27-11-13 7-11-13 15-4-8 7-4-11 21-5-8 6-1-0 27-6-8 6-1-0 34-10-0 7-3-8 38-11-0 4-1-1 39-11-0 1-0-0 42-11-0 3-0-0 43-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 21-5-8 6-1-0 27-6-8 6-1-0 34-10-0 7-3-8 38-11-0 4-1-1 39-11-0 1-0-0 42-11-0 3-0-0 43-11-0 1-0-0 44-10-0 0-11-0 0-11-03-2-141-5-011-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-2-4], [8:0-5-4,0-2-4], [9:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.60 0.65 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.41 0.16 (loc) 20 17-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,7-21,7-20,7-19,8-19: 2x4 SPF No.2, 2-24,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-8 max.): 6-8, 10-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-21, 7-21, 7-19, 9-19 REACTIONS.(lb/size)24=1809/0-3-8, 15=1809/0-3-8 Max Horz 24=249(LC 5) Max Uplift 24=-84(LC 6), 15=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-356/0, 3-4=-2520/228, 4-6=-2096/285, 6-7=-1640/283, 7-8=-1686/287, 8-9=-2152/288, 9-10=-2688/260, 10-11=-2481/219, 11-12=-2534/218, 12-13=-283/11, 13-15=-330/69 BOT CHORD 23-24=-199/1407, 21-23=-105/2014, 20-21=-36/1794, 19-20=-36/1794, 17-19=-69/2203, 16-17=-106/2487, 15-16=-58/1277 WEBS 3-23=0/614, 4-21=-492/161, 6-21=-27/709, 7-21=-453/173, 7-19=-376/178, 8-19=-26/732, 9-19=-656/171, 10-16=-1264/104, 11-16=-52/1150, 12-16=-33/880, 3-24=-1977/311, 12-15=-1792/175, 9-17=0/430, 10-17=-361/45 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) -0-11-0 to 44-10-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 15. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T28 Truss Type ROOF SPECIAL Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213890 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-8V1IsPbA35W2bTJC5PMnhBkJYZnQgmqzv_I0bbzDFY_ Scale = 1:87.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 5x6 3x6 5x6 8x8 5x6 5x6 5x6 3x4 3x6 3x4 3x6 3x8 3x8 2x4 3x8 4x8 3x4 4x8 4x6 3x6 0-2-20-2-27-11-13 7-11-13 14-2-4 6-2-7 21-5-8 7-3-4 28-8-12 7-3-4 35-11-0 7-2-4 36-11-0 1-0-0 42-11-0 6-0-0 43-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 14-2-4 6-2-7 21-5-8 7-3-4 28-8-12 7-3-4 35-11-0 7-2-4 36-11-0 1-0-0 42-11-0 6-0-0 43-11-0 1-0-0 0-11-010-0-65-2-141-5-010-2-80-11-010-0-66.00 12 8.00 12 Plate Offsets (X,Y)-- [8:0-4-13,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-AS 0.66 0.64 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.41 0.16 (loc) 17 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-19,7-16: 2x4 SPF No.2, 2-21,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-6 max.): 6-8, 9-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-19, 7-19, 7-16, 9-16 REACTIONS.(lb/size)21=1810/0-3-8, 13=1744/0-3-8 Max Horz 21=239(LC 5) Max Uplift 21=-79(LC 6), 13=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-377/0, 3-5=-2510/233, 5-6=-2163/291, 6-7=-1715/280, 7-8=-1794/285, 8-9=-2244/281, 9-10=-2047/228, 10-11=-2551/225, 11-12=-278/0 BOT CHORD 20-21=-219/1423, 19-20=-144/2001, 17-19=-96/1990, 16-17=-96/1990, 14-16=-114/2271, 13-14=-141/1406 WEBS 3-20=-20/585, 5-19=-395/146, 6-19=-38/762, 7-19=-577/171, 7-17=0/296, 7-16=-463/170, 8-16=-11/747, 9-16=-572/153, 10-14=-54/1059, 11-14=-7/669, 3-21=-1989/332, 9-14=-1052/143, 11-13=-2003/305 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) -0-11-0 to 43-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 13. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T29 Truss Type ROOF SPECIAL Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213891 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-chbg4lcoqOevDduOe6t0EOHRpz2UPCh67e2a71zDFXz Scale = 1:87.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 5x8 5x6 3x6 8x8 5x12 6x6 5x8 3x4 3x8 3x4 3x6 4x8 3x4 3x4 3x4 5x12 2x4 4x8 3x4 4x8 4x8 3x6 0-2-20-2-27-11-13 7-11-13 11-2-4 3-2-8 21-5-8 10-3-4 31-8-12 10-3-4 32-11-0 1-2-4 33-11-0 1-0-0 35-11-3 2-0-2 43-11-0 7-11-13 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 11-2-4 3-2-8 18-0-7 6-10-3 24-10-9 6-10-3 31-8-12 6-10-3 32-11-0 1-2-4 33-11-0 1-0-0 35-11-3 2-0-2 42-11-0 6-11-13 43-11-0 1-0-0 0-11-01-5-08-0-67-2-148-2-80-11-08-0-66.00 12 8.00 12 Plate Offsets (X,Y)-- [9:0-4-13,Edge], [10:0-6-0,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-AS 0.88 0.97 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.81 0.18 (loc) 17-19 17-19 15 l/defl >999 >643 n/a L/d 240 180 n/a PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,8-17: 2x4 SPF No.2, 2-23,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-6-3 max.): 5-9, 10-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-21, 8-17 REACTIONS.(lb/size)23=1810/0-3-8, 15=1744/0-3-8 Max Horz 23=193(LC 5) Max Uplift 23=-63(LC 6), 15=-37(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/0, 3-4=-2498/245, 4-5=-2287/299, 5-6=-1866/263, 6-8=-2467/306, 8-9=-1990/277, 9-10=-2175/280, 10-11=-2075/268, 11-12=-2401/353, 12-13=-2505/248, 13-14=-390/0 BOT CHORD 22-23=-241/1448, 21-22=-207/1984, 19-21=-250/2402, 17-19=-211/2434, 16-17=-54/1918, 15-16=-154/1474 WEBS 3-22=-88/568, 5-21=-84/950, 6-21=-876/213, 6-19=0/275, 8-17=-750/199, 9-17=-24/636, 10-17=-630/98, 13-16=-100/549, 3-23=-2020/370, 13-15=-2040/393, 11-16=-169/275, 11-17=-122/678 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) -0-11-0 to 43-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 15. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T30 Truss Type ROOF SPECIAL Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213892 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-5t92H5dQbimmqnTaCpOFmcqgqNOu8iUGMIn7fTzDFXy Scale = 1:85.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 5x8 5x6 3x6 5x8 3x4 3x8 MT18HS4x8 3x4 3x4 3x4 3x4 3x4 4x8 3x4 4x6 4x6 5x6 3x8 MT18HS 0-2-28-2-4 8-2-4 17-4-7 9-2-3 26-6-9 9-2-3 35-8-12 9-2-3 42-11-0 7-2-4 43-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 8-2-4 7-2-4 15-0-14 6-10-10 21-11-8 6-10-10 28-10-2 6-10-10 35-8-12 6-10-10 42-11-0 7-2-4 43-11-0 1-0-0 0-11-01-5-06-0-66-2-80-11-06-0-66.00 12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.61 0.90 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.73 0.22 (loc) 15-16 15-16 12 l/defl >999 >712 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 170 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,8-13: 2x4 SPF No.2, 2-19,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-5 max.): 4-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-18, 8-13 REACTIONS.(lb/size)19=1810/0-3-8, 12=1744/0-3-8 Max Horz 19=146(LC 5) Max Uplift 19=-123(LC 5), 12=-118(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/0, 3-4=-2534/250, 4-5=-2030/257, 5-6=-3173/360, 6-8=-3174/360, 8-9=-2034/259, 9-10=-2538/252, 10-11=-327/0 BOT CHORD 18-19=-253/1444, 16-18=-402/3017, 15-16=-424/3338, 13-15=-342/3019, 12-13=-174/1473 WEBS 3-18=-177/709, 4-18=-48/938, 5-18=-1353/287, 5-16=0/471, 6-16=-296/134, 6-15=-295/134, 8-15=0/470, 8-13=-1352/287, 9-13=-48/939, 10-13=-178/700, 3-19=-2061/378, 10-12=-2089/402 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) -0-11-0 to 43-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=123, 12=118. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T31 Truss Type PIGGYBACK BASE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213893 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Z4jQVRe3M0udSw2nmXvUJpMrDnmvt54PbyXgBvzDFXx Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 5x6 3x6 5x6 5x6 8x8 6x6 8x8 5x8 3x4 3x6 3x4 3x6 3x8 3x4 3x8 4x8 3x4 4x6 3x6 2x4 4x8 4x6 0-2-21-0-0 1-0-0 3-11-5 2-11-5 7-11-13 4-0-8 15-4-8 7-4-11 24-6-8 9-2-0 29-8-0 5-1-8 32-8-0 3-0-0 33-11-0 1-3-0 35-11-2 2-0-3 42-11-0 6-11-14 43-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 19-11-8 4-7-0 24-6-8 4-7-0 29-8-0 5-1-8 32-8-0 3-0-0 32-11-0 0-3-0 33-11-0 1-0-0 35-11-2 2-0-3 42-11-0 6-11-14 43-11-0 1-0-0 0-11-07-4-147-2-141-5-011-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-3-4,0-2-4], [8:0-3-12,0-2-0], [11:0-4-13,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-AS 0.63 0.79 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.55 0.16 (loc) 19-20 19-20 15 l/defl >999 >945 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9,9-10,10-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-20,7-20,7-19,8-19: 2x4 SPF No.2, 2-23,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-9 max.): 6-8, 9-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-20, 7-20, 7-19, 9-19 REACTIONS.(lb/size)15=1744/0-3-8, 23=1810/0-3-8 Max Horz 23=258(LC 5) Max Uplift 15=-74(LC 7), 23=-84(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-370/0, 3-5=-2519/229, 5-6=-2103/282, 6-7=-1644/281, 7-8=-1772/291, 8-9=-2237/308, 9-10=-2354/287, 10-11=-2383/299, 11-12=-2418/339, 12-13=-2513/230, 13-14=-351/0 BOT CHORD 22-23=-200/1404, 20-22=-108/2014, 19-20=-50/1760, 17-19=-85/2361, 16-17=-46/1905, 15-16=-150/1468 WEBS 3-22=0/618, 5-20=-492/166, 6-20=-34/740, 7-20=-441/180, 8-19=-76/934, 9-19=-1007/178, 9-17=-642/109, 12-16=-267/203, 13-16=-36/537, 3-23=-1961/307, 13-15=-2060/371, 11-16=-133/360, 11-17=-101/946 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) -0-11-0 to 43-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 23. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T32 Truss Type HALF HIP Qty 3 Ply 1 323 West Clay Northlake Job Reference (optional) I37213894 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-1GHoinfh7J0U44czKEQjs1v7dBHzcj8YqcGEjMzDFXw Scale = 1:16.7 1 2 3 4 5 9 8 7 6 4x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 0-1-131-0-0 1-0-0 2-4-0 1-4-0 3-9-8 1-5-8 -0-11-0 0-11-0 1-0-0 1-0-0 2-4-0 1-4-0 3-9-8 1-5-8 0-11-01-5-02-7-32-9-02-3-110-3-82-7-36.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-3,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-R 0.14 0.09 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-7,3-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=213/0-3-8, 6=130/0-1-8 Max Horz 9=76(LC 5) Max Uplift 9=-34(LC 6), 6=-26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 3-7-12 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 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T33 Truss Type HALF HIP Qty 3 Ply 1 323 West Clay Northlake Job Reference (optional) I37213895 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-1GHoinfh7J0U44czKEQjs1v7fBHbcj0YqcGEjMzDFXw Scale = 1:23.5 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 1-0-0 1-0-0 3-9-8 2-9-8 -0-11-0 0-11-0 1-0-0 1-0-0 3-8-0 2-8-0 3-9-8 0-1-8 0-11-01-5-04-1-03-9-80-3-84-1-06.00 12 12.00 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-R 0.14 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=213/0-3-8, 5=130/0-1-8 Max Horz 7=119(LC 5) Max Uplift 7=-20(LC 4), 5=-49(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 3-7-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T34 Truss Type HALF HIP Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213896 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-VSrBv7fJud8LhEB9tyxyOESJdadvLAPi2G0nGozDFXv Scale = 1:16.7 1 2 3 4 5 6 11 10 9 8 7 4x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-131-0-0 1-0-0 2-3-8 1-3-8 3-9-8 1-6-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-4-0 1-4-0 3-9-8 1-5-8 0-11-01-5-02-7-32-9-01-7-110-11-81-11-30-8-02-7-36.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-1-4], [5:0-3-2,Edge], [5:0-1-9,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.11 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 8 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-9: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=213/0-3-8, 7=130/0-1-8 Max Horz 11=68(LC 5) Max Uplift 11=-33(LC 6), 7=-26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 3-7-12 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 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T35 Truss Type HALF HIP Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213897 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-zfPZ7TgxfxGCJOmLRfTBxS_TV_zy4derHwlLoEzDFXu Scale = 1:23.5 1 2 3 4 5 10 9 8 7 6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-0-0 1-0-0 2-3-8 1-3-8 3-9-8 1-6-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-3-8 1-3-8 3-8-0 1-4-8 3-9-8 0-1-8 0-11-01-5-04-1-03-1-80-11-83-5-00-8-06.00 12 12.00 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-R 0.11 0.12 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 7 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-8: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=213/0-3-8, 6=130/0-1-8 Max Horz 10=111(LC 5) Max Uplift 10=-19(LC 4), 6=-48(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -0-11-0 to 3-7-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T36 Truss Type ROOF SPECIAL Qty 2 Ply 1 323 West Clay Northlake Job Reference (optional) I37213898 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-zfPZ7TgxfxGCJOmLRfTBxS_Sq__U4dkrHwlLoEzDFXu Scale = 1:9.9 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 1-9-3 1-8-10 -1-4-4 1-4-4 1-9-3 1-9-3 0-11-01-4-143.33 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-SH 0.16 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=196/0-5-3, 5=14/Mechanical Max Horz 7=42(LC 6) Max Uplift 7=-63(LC 4), 5=-3(LC 7) Max Grav 7=196(LC 1), 5=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 5) 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T37 Truss Type Half Hip Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213899 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-RrzxKohZQEO3xYLY?N_QTfXczOKLp4Q?WaVuKhzDFXt Scale = 1:22.6 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 4x6 5x6 2-6-0 2-6-0 4-0-0 1-6-0 -0-11-4 0-11-4 2-6-0 2-6-0 4-0-0 1-6-0 1-5-03-11-012.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-4-8,0-2-0] 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-P 0.20 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=143/Mechanical, 7=223/0-3-8 Max Horz 7=122(LC 5) Max Uplift 5=-57(LC 5), 7=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T38 Truss Type Half Hip Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213900 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-RrzxKohZQEO3xYLY?N_QTfXb7OKfp42?WaVuKhzDFXt Scale = 1:27.7 1 2 3 4 7 6 5 5x6 3x4 2x4 3x4 5x6 2-0-0 2-0-0 4-0-0 2-0-0 -0-11-4 0-11-4 3-6-0 3-6-0 4-0-0 0-6-0 1-5-04-11-012.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-3-0,0-1-0], [4:0-0-14,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.03 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: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=143/Mechanical, 7=223/0-3-8 Max Horz 7=152(LC 5) Max Uplift 5=-80(LC 5), 7=-12(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T39 Truss Type Half Hip Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213901 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-v1WJY8iBBYWvYiwkZ4Vf0t4m4ofuYXM8kEERs7zDFXs Scale = 1:27.2 1 2 3 4 7 6 5 6x8 3x4 2x4 3x4 5x6 2-0-0 2-0-0 4-0-0 2-0-0 -0-11-4 0-11-4 3-4-12 3-4-12 4-0-0 0-7-4 1-5-04-9-124-6-44-9-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-4-0,0-0-12], [4:0-0-14,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.30 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=15/Mechanical, 5=128/Mechanical, 7=223/0-3-8 Max Horz 7=148(LC 5) Max Uplift 4=-6(LC 4), 5=-72(LC 5), 7=-10(LC 4) 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) 4, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T40 Truss Type Half Hip Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213902 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-v1WJY8iBBYWvYiwkZ4Vf0t4oyofeYXi8kEERs7zDFXs Scale = 1:22.1 1 2 3 4 7 6 5 3x6 3x4 2x4 3x4 4x6 5x6 2-4-12 2-4-12 4-0-0 1-7-4 -0-11-4 0-11-4 2-4-12 2-4-12 4-0-0 1-7-4 1-5-03-9-123-6-43-9-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-4-8,0-2-0], [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-P 0.18 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=45/Mechanical, 5=98/Mechanical, 7=223/0-3-8 Max Horz 7=119(LC 5) Max Uplift 4=-18(LC 4), 5=-41(LC 5), 7=-18(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) 4, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss T41 Truss Type Half Hip Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213903 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-ND4hlUipysemArVw6n0uZ4c_oC?lH_AIzu_?PZzDFXr Scale = 1:17.0 1 2 3 4 7 6 5 4x6 3x6 3x4 2x4 3x4 5x6 1-4-12 1-4-12 4-0-0 2-7-4 -0-11-4 0-11-4 1-4-12 1-4-12 4-0-0 2-7-4 1-5-02-9-122-6-42-9-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-4-8,0-2-0], [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-P 0.11 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=75/Mechanical, 5=68/Mechanical, 7=223/0-3-8 Max Horz 7=89(LC 5) Max Uplift 4=-30(LC 4), 5=-14(LC 5), 7=-25(LC 6) Max Grav 4=75(LC 1), 5=86(LC 2), 7=223(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213904 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-sQe3zqjSj9mdo?47gVX75I92jbB50F7RCYjYx?zDFXq Scale = 1:40.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 1718 19 20 21 22 23 24 25 26 27 28 5x8 4x8 8x8 8x8 8x8 6x6 4x6 2x4 4x8 6x8 8x8 4x8 2x4 6x10 6x10 2x4 2x4 2x4 2x4 2x4 2x4 0-2-20-2-20-2-22-7-8 2-7-8 6-7-8 4-0-0 8-11-8 2-4-0 12-11-8 4-0-0 15-3-8 2-4-0 19-3-8 4-0-0 21-11-0 2-7-8 2-7-8 2-7-8 6-7-8 4-0-0 8-11-8 2-4-0 12-11-8 4-0-0 15-3-8 2-4-0 19-3-8 4-0-0 21-11-0 2-7-8 0-9-03-2-65-6-65-8-80-9-05-6-612.00 12 Plate Offsets (X,Y)-- [1:0-3-15,Edge], [1:0-0-2,0-4-1], [1:0-0-6,0-0-15], [2:0-5-9,0-2-8], [3:0-4-12,0-2-0], [4:0-5-14,Edge], [5:0-5-14,Edge], [6:0-4-0,0-2-0], [7:0-3-14,Edge], [8:0-3-15,Edge], [8:0-0-2,0-4-1], [8:0-0-6,0-0-15], [10:0-2-8,0-2-0], [11:0-2-8,0-4-0], [14:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.55 0.69 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.31 0.05 (loc) 11-12 11-12 8 l/defl >999 >844 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 16-17,18-19,20-21: 2x4 SPF-S Stud WEDGE Left: 2x8 SP 2400F 2.0E, Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except 2-0-0 oc purlins (3-0-9 max.): 2-3, 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1787/0-3-8, 8=1787/0-3-8 Max Horz 1=-121(LC 3) Max Uplift 1=-306(LC 5), 8=-306(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2326/414, 2-3=-2950/510, 3-4=-2793/494, 4-5=-1927/374, 5-6=-2765/489, 6-7=-2955/511, 7-8=-2324/414 BOT CHORD 1-15=-305/1498, 14-15=-302/1481, 12-14=-474/2838, 11-12=-312/1917, 10-11=-448/2842, 9-10=-238/1479, 8-9=-240/1496 WEBS 2-15=-96/478, 2-14=-276/1795, 14-16=-870/149, 3-16=-869/149, 3-17=-1586/326, 12-17=-1513/311, 4-12=-302/1740, 11-19=-315/1700, 5-19=-315/1701, 11-20=-1561/319, 6-20=-1636/335, 10-21=-814/142, 6-21=-812/142, 7-10=-278/1804, 7-9=-96/472 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1=306, 8=306. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 56 lb up at 1-11-8, 128 lb down and 43 lb up at 2-11-8, 128 lb down and 43 lb up at 4-11-8, 211 lb down and 47 lb up at 6-11-8, 208 lb down and 56 lb up at 8-11-8, 208 lb down and 56 lb up at 10-11-8, 208 lb down and 56 lb up at 12-11-8, 211 lb down and 47 lb up at 14-11-8, 128 lb down and 43 lb up at 16-11-8, and 128 lb down and 43 lb up at 18-11-8, and 142 lb down and 56 lb up at 19-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213904 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:29 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-sQe3zqjSj9mdo?47gVX75I92jbB50F7RCYjYx?zDFXq 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 1-8=-20 Concentrated Loads (lb) Vert: 14=-211 12=-208 11=-208 10=-211 22=-142 23=-128 24=-128 25=-208 26=-128 27=-128 28=-142 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 323 West Clay Northlake Job Reference (optional) I37213905 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-KcCSAAk4UTuUP9fJEC2MeVhIo?g7luqaRBT6TSzDFXp Scale: 3/4"=1' 1 2 3 6 5 4 4x6 2x4 3x6 2x4 3x6 0-1-12-10-2 2-10-2 4-0-0 1-1-14 2-10-2 2-10-2 4-0-0 1-1-14 0-9-02-6-112-7-122-3-30-3-82-6-118.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [4:Edge,0-2-0], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MR 0.21 0.12 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=154/0-3-8, 4=162/0-1-8 Max Horz 6=67(LC 4) Max Uplift 6=-14(LC 5), 4=-57(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 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) 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) 43 lb down and 50 lb up at 2-10-2 on top chord, and 13 lb down and 17 lb up at 2-10-2 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, 4-6=-20 Concentrated Loads (lb) Vert: 2=-6(B) 5=-13(B) May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG03 Truss Type HALF HIP GIRDER Qty 2 Ply 1 323 West Clay Northlake Job Reference (optional) I37213906 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-oomqNWliFn1L1JEVowZbAjEP1PzSUL1kfrCf?uzDFXo Scale = 1:16.7 1 2 3 6 5 4 3x6 4x6 3x4 2x4 3x8 0-1-12-10-2 2-10-2 6-0-0 3-1-14 2-10-2 2-10-2 6-0-0 3-1-14 0-9-02-6-112-7-122-3-30-3-82-6-118.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [4:0-3-8,Edge], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.50 0.31 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 5 5 4 l/defl >999 >859 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 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: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=232/0-3-8, 4=231/0-1-8 Max Horz 6=67(LC 4) Max Uplift 6=-14(LC 5), 4=-33(LC 4) 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; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 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) 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) 45 lb down and 35 lb up at 2-10-2 on top chord, and 6 lb down at 2-10-2 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, 4-6=-20 Continued on page 2 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG03 Truss Type HALF HIP GIRDER Qty 2 Ply 1 323 West Clay Northlake Job Reference (optional) I37213906 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:31 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-oomqNWliFn1L1JEVowZbAjEP1PzSUL1kfrCf?uzDFXo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-6(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213907 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-oomqNWliFn1L1JEVowZbAjEP2PySUGDkfrCf?uzDFXo Scale = 1:20.5 1 2 3 4 6 5 10 11 12 13 14 2x4 4x6 2x4 4x10 4x6 7-7-8 7-7-8 11-3-8 3-8-0 -0-11-0 0-11-0 7-7-8 7-7-8 11-3-8 3-8-0 0-8-02-6-143.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-MSH 0.49 0.37 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=533/0-3-8, 5=469/Mechanical Max Horz 2=69(LC 4) Max Uplift 2=-115(LC 3), 5=-118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-736/181 BOT CHORD 2-6=-157/658, 5-6=-158/669 WEBS 3-6=-29/344, 3-5=-778/204 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=115, 5=118. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 29 lb up at 7-3-4, and 38 lb down and 30 lb up at 9-3-4 on top chord, and 54 lb down and 61 lb up at 5-3-4, and 3 lb down and 21 lb up at 7-3-4, and 3 lb down and 21 lb up at 9-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 1-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213907 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:31 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-oomqNWliFn1L1JEVowZbAjEP2PySUGDkfrCf?uzDFXo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-54 13=1(F) 14=1(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213908 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-G?KCbsmK049CfToiLd5qjwngdpNzDoUtuVyCYKzDFXn Scale = 1:12.8 1 2 3 4 6 57 3x4 2x4 2x4 2x4 2x4 1-0-13 1-0-13 1-10-8 0-9-11 -0-11-0 0-11-0 1-0-13 1-0-13 1-10-8 0-9-11 1-2-01-11-101-8-20-3-81-11-109.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MR 0.12 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=135/0-3-8, 5=59/0-1-8 Max Horz 6=60(LC 15) Max Uplift 6=-38(LC 5), 5=-46(LC 4) Max Grav 6=135(LC 1), 5=93(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 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) 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) 71 lb down and 6 lb up at 1-8-12 on top chord, and 23 lb down and 56 lb up at 1-0-13 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, 5-6=-20 Concentrated Loads (lb) Vert: 4=-36(B) 7=33(B) May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 2 323 West Clay Northlake Job Reference (optional) I37213909 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-CNRy0XnaXiPwumy4T27IoLswccrjhUaAMpRJcDzDFXl Scale = 1:77.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 1629 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 8x16 5x6 3x6 5x6 4x6 6x10 2x4 3x4 4x8 5x6 5x12 4x8 3x8 2x4 8x10 3x6 3x4 3x8 2x4 4x8 6x8 5x6 4x6 0-1-12-3-8 2-3-8 5-2-4 2-10-12 9-5-6 4-3-2 13-8-8 4-3-2 15-10-15 2-2-7 22-0-11 6-1-12 28-4-15 6-4-4 34-8-12 6-3-14 39-11-0 5-2-4 -0-11-0 0-11-0 1-0-0 1-0-0 2-3-8 1-3-8 5-2-4 2-10-12 9-5-6 4-3-2 13-8-8 4-3-2 15-10-15 2-2-7 22-0-11 6-1-12 28-4-15 6-4-4 34-8-12 6-3-14 38-11-0 4-2-4 39-11-0 1-0-0 40-10-0 0-11-0 0-11-01-5-04-1-74-2-80-11-00-8-04-1-76.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-0-6], [3:0-4-4,0-3-0], [5:0-3-0,0-2-3], [8:0-2-8,0-1-8], [12:0-3-0,0-2-3], [14:0-1-12,0-0-14], [16:Edge,0-2-4], [20:0-2-8,0-2-0], [23:0-3-8,0-3-4], [26:0-3-4,0-0-12] 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-MSH 0.47 0.85 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.39 -0.74 0.21 (loc) 20-21 20-21 16 l/defl >999 >638 n/a L/d 240 180 n/a PLATES MT20 Weight: 364 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-27: 2x4 SPF No.2, 7-22: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 21-23: 2x4 SPF No.2, 2-28: 2x6 SPF No.2, 14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. REACTIONS.(lb/size)16=2726/0-3-8, 28=2737/0-3-8 Max Horz 28=85(LC 4) Max Uplift 16=-870(LC 3), 28=-873(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-627/224, 3-4=-5015/1727, 4-5=-4582/1634, 5-6=-3748/1361, 6-7=-7663/2872, 7-8=-7637/2862, 8-10=-6846/2570, 10-11=-7069/2653, 11-12=-3208/1162, 12-13=-3871/1362, 13-14=-461/151, 2-28=-709/220, 14-16=-413/150 BOT CHORD 27-28=-704/1901, 26-27=-362/988, 4-26=-132/418, 25-26=-1579/4456, 24-25=-2306/6189, 23-24=-2306/6189, 21-22=-269/720, 20-21=-2637/7069, 18-20=-2151/5883, 17-18=-2151/5883, 16-17=-702/2136 WEBS 3-27=-1300/492, 3-26=-1172/3312, 4-25=-675/206, 5-25=-819/2253, 6-25=-3013/1206, 6-24=-149/380, 6-23=-730/1824, 21-23=-2418/6443, 8-23=-491/1331, 8-21=-1433/540, 10-21=-283/124, 11-18=-186/471, 11-17=-3140/1261, 12-17=-654/1788, 13-17=-463/1140, 13-16=-2814/960, 3-28=-2528/834, 11-20=-567/1406, 10-20=-251/171 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=870, 28=873. 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) 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 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 2 323 West Clay Northlake Job Reference (optional) I37213909 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:34 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-CNRy0XnaXiPwumy4T27IoLswccrjhUaAMpRJcDzDFXl NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 43 lb up at 1-0-12, 110 lb down and 38 lb up at 3-0-12, 110 lb down and 60 lb up at 5-0-12, 110 lb down and 81 lb up at 7-0-12, 110 lb down and 81 lb up at 9-0-12, 110 lb down and 81 lb up at 11-0-12, 110 lb down and 81 lb up at 13-0-12, 110 lb down and 81 lb up at 15-0-12, 110 lb down and 81 lb up at 17-0-12, 110 lb down and 81 lb up at 19-0-12, 110 lb down and 81 lb up at 20-10-4, 110 lb down and 81 lb up at 22-10-4, 110 lb down and 81 lb up at 24-10-4, 110 lb down and 81 lb up at 26-10-4, 110 lb down and 81 lb up at 28-10-4, 110 lb down and 81 lb up at 30-10-4, 110 lb down and 81 lb up at 32-10-4, 110 lb down and 61 lb up at 34-10-4, and 110 lb down and 38 lb up at 36-10-4, and 90 lb down and 43 lb up at 38-10-4 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, 3-5=-60, 5-12=-60, 12-13=-60, 13-14=-60, 14-15=-60, 27-28=-20, 23-26=-20, 16-22=-20 Concentrated Loads (lb) Vert: 25=-110 17=-110 29=-91 30=-110 31=-110 32=-110 33=-110 34=-110 35=-110 36=-110 37=-110 38=-110 39=-110 40=-110 41=-110 42=-110 43=-110 44=-110 45=-110 46=-90 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG07 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213910 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-8mZjRDpr3Jfe746TaT9mtmx8GQXY9NITp7wQh5zDFXj Scale = 1:87.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 1525 26 5x6 3x6 5x6 5x6 5x8 6x8 5x6 3x6 3x4 3x6 3x8 3x4 3x8 4x6 5x12 4x8 3x6 3x4 4x6 4x6 3x4 3x8 0-2-27-11-13 7-11-13 15-4-8 7-4-11 24-6-8 9-2-0 31-11-4 7-4-12 37-2-0 5-2-13 41-2-0 4-0-0 42-11-0 1-9-0 43-11-0 1-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 7-11-13 6-11-13 15-4-8 7-4-11 19-11-8 4-7-0 24-6-8 4-7-0 31-11-4 7-4-12 37-2-0 5-2-13 41-2-0 4-0-0 42-11-0 1-9-0 43-11-0 1-0-0 44-10-0 0-11-0 0-11-02-4-141-5-011-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [9:0-3-8,Edge], [11:0-4-13,Edge], [16:0-2-8,0-1-8], [17:0-2-8,0-2-0], [18:0-2-8,0-2-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.98 0.89 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.64 0.18 (loc) 17-18 20-21 15 l/defl >999 >818 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-21,7-21,7-20,8-20,11-17: 2x4 SPF No.2 2-24,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-0-10 max.): 6-8, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 7-21, 7-20, 9-20, 10-18 REACTIONS.(lb/size)24=1812/0-3-8, 15=1866/0-3-8 Max Horz 24=249(LC 4) Max Uplift 24=-88(LC 5), 15=-185(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/0, 3-5=-2525/102, 5-6=-2106/142, 6-7=-1643/166, 7-8=-1779/184, 8-9=-2269/163, 9-10=-3318/177, 10-11=-4678/255, 11-12=-2381/191, 13-15=-316/82 BOT CHORD 23-24=-175/1374, 21-23=-64/2021, 20-21=0/1765, 18-20=-14/2716, 17-18=-171/4610, 16-17=-99/2053, 15-16=-67/1310 WEBS 3-23=0/656, 5-21=-503/168, 6-21=-5/757, 7-21=-451/182, 8-20=0/841, 9-20=-1182/215, 9-18=0/920, 10-18=-2061/169, 10-17=-1352/98, 11-17=-90/2969, 11-16=-338/58, 12-16=-39/876, 3-24=-1982/196, 12-15=-1922/121 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24 except (jt=lb) 15=185. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 48 lb up at 40-10-4, and 23 lb down and 34 lb up at 42-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG07 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213910 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:36 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-8mZjRDpr3Jfe746TaT9mtmx8GQXY9NITp7wQh5zDFXj 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, 3-6=-60, 6-8=-60, 8-10=-60, 10-11=-60, 11-12=-60, 12-13=-60, 13-14=-60, 15-24=-20 Concentrated Loads (lb) Vert: 25=-37 26=-23 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG08 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213911 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-dy75eZpTqdnVlEhf8Ag?Q_UMoqtKux?c2nfzDYzDFXi Scale = 1:86.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1424 3x4 5x6 3x6 5x6 5x6 5x8 5x6 5x6 3x6 3x6 3x6 3x8 3x8 2x4 3x8 3x4 5x6 4x8 4x6 4x6 3x4 3x6 7-8-5 7-8-5 15-1-0 7-4-11 21-2-0 6-1-0 27-3-0 6-1-0 34-7-10 7-4-10 40-5-4 5-9-9 41-5-4 1-0-0 42-7-8 1-2-4 43-7-8 1-0-0 0-8-8 0-8-8 7-8-5 6-11-13 15-1-0 7-4-11 21-2-0 6-1-0 27-3-0 6-1-0 34-7-10 7-4-10 40-5-4 5-9-9 41-5-4 1-0-0 42-7-8 1-2-4 43-7-8 1-0-0 44-6-8 0-11-0 1-0-122-0-61-5-011-0-00-11-011-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-2-0], [7:0-3-8,0-1-12], [8:0-3-4,Edge], [22:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.80 0.86 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.39 0.17 (loc) 19 16-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 217 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-20,6-20,6-19,6-18,7-18: 2x4 SPF No.2, 1-23,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-3 max.): 5-7, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 6-20, 6-18, 8-18 REACTIONS.(lb/size)23=1733/Mechanical, 14=1823/0-3-8 Max Horz 23=-264(LC 3) Max Uplift 23=-50(LC 5), 14=-124(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2440/94, 3-5=-2063/138, 5-6=-1609/162, 6-7=-1666/167, 7-8=-2134/144, 8-9=-2707/116, 9-10=-1817/75, 10-11=-2136/78, 11-12=-256/52, 12-14=-346/79 BOT CHORD 22-23=-210/977, 20-22=-107/1950, 19-20=-36/1774, 18-19=-36/1774, 16-18=0/2201, 15-16=-59/2746, 14-15=-9/1250 WEBS 2-22=0/985, 3-20=-455/164, 5-20=0/707, 6-20=-473/173, 6-18=-376/181, 7-18=0/742, 8-18=-680/176, 8-16=0/431, 9-16=-575/95, 11-15=0/889, 2-23=-1853/214, 11-14=-1811/20, 10-15=-27/904, 9-15=-1728/98 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 14=124. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 35 lb up at 42-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG08 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213911 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:37 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-dy75eZpTqdnVlEhf8Ag?Q_UMoqtKux?c2nfzDYzDFXi LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 7-9=-60, 9-10=-60, 10-11=-60, 11-12=-60, 12-13=-60, 14-23=-20 Concentrated Loads (lb) Vert: 24=-26 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG09 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 323 West Clay Northlake Job Reference (optional) I37213912 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-59hTrvq5bwvMNOGriuBEyB1bYEK9dNXmGRPXl_zDFXh Scale = 1:34.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 6x8 6x6 8x8 8x8 6x6 6x8 5x8 8x8 10x10 8x8 2x4 3-7-5 3-7-5 9-3-12 5-8-7 15-0-3 5-8-7 17-7-8 2-7-5 18-7-8 1-0-0 1-0-0 1-0-0 3-7-5 2-7-5 9-3-12 5-8-7 15-0-3 5-8-7 17-7-8 2-7-5 18-7-8 1-0-0 0-11-01-5-03-10-84-0-50-11-03-10-86.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-0-14], [1:Edge,0-2-0], [3:0-6-3,Edge], [5:0-6-3,Edge], [7:0-1-12,0-0-14], [7:Edge,0-2-0], [9:0-2-8,0-4-0], [12:0-2-8,0-4-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.54 0.43 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.04 (loc) 10-12 10-12 8 l/defl >999 >804 n/a L/d 240 180 n/a PLATES MT20 Weight: 278 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-13,7-8: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=8302/0-3-8 (req. 0-4-5), 13=8245/0-3-8 (req. 0-4-5) Max Horz 13=-83(LC 3) Max Uplift 8=-324(LC 3), 13=-321(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1337/58, 2-3=-10205/431, 3-4=-11739/524, 4-5=-11739/524, 5-6=-10198/432, 6-7=-1312/58, 1-13=-1037/47, 7-8=-1025/47 BOT CHORD 12-13=-334/6369, 10-12=-343/7274, 9-10=-293/7269, 8-9=-251/6356 WEBS 2-12=-76/1154, 3-12=-110/3978, 3-10=-283/5271, 5-10=-283/5277, 5-9=-111/3970, 6-9=-77/1163, 2-13=-8422/349, 6-8=-8436/349, 4-10=-385/164 NOTES-(12-13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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) 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) WARNING: Required bearing size at joint(s) 8, 13 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) 8=324, 13=321. 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) 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) 1713 lb down and 62 lb up at 1-4-12, 1673 lb down and 62 lb up at 3-4-12, 1669 lb down and 62 lb up at 5-4-12, 1669 lb down and 62 lb up at 7-4-12, 1669 lb down and 62 lb up at 9-4-12, 1669 lb down and 62 lb up at 11-4-12, 1673 lb down and 62 lb up at 13-4-12, and 1673 lb down and 62 lb up at 15-4-12, and 1673 lb down and 62 lb up at 17-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG09 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 323 West Clay Northlake Job Reference (optional) I37213912 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:38 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-59hTrvq5bwvMNOGriuBEyB1bYEK9dNXmGRPXl_zDFXh 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, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 12=-1673(F) 10=-1669(F) 9=-1673(F) 14=-1713(F) 15=-1669(F) 16=-1669(F) 17=-1669(F) 18=-1673(F) 19=-1673(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG10 Truss Type HALF HIP GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213913 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-ZLFr3FrjME1D_Yr2GbjTVPZtHdmrMz6vV584IQzDFXg Scale = 1:9.9 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 1-0-0 1-0-0 2-2-0 1-2-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-2-0 1-2-0 0-11-01-5-01-1-80-3-81-5-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MR 0.09 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=153/0-3-8, 5=53/0-1-8 Max Horz 7=41(LC 4) Max Uplift 7=-38(LC 5), 5=-15(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 50 lb up at 1-0-0 on top chord, and 1 lb down and 7 lb up at 1-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=7(F) May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG11 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 323 West Clay Northlake Job Reference (optional) I37213914 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-VkNcUxtzurHwEr?QN0lxaqf6SRD6qgICzPdBMJzDFXe Scale = 1:85.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 162728293031323334353637383940414243444546 5x6 5x8 3x6 5x6 4x8 5x8 4x8 2x4 4x8 2x4 2x4 3x8 2x4 4x8 2x4 5x8 4x8 5x8 6x8 6x8 3x6 4x8 0-1-15-2-4 5-2-4 10-9-5 5-7-1 16-4-7 5-7-1 21-11-8 5-7-1 27-6-9 5-7-1 33-1-11 5-7-1 38-8-12 5-7-1 43-11-0 5-2-4 -0-11-0 0-11-0 1-0-0 1-0-0 5-2-4 4-2-4 10-9-5 5-7-1 16-4-7 5-7-1 21-11-8 5-7-1 27-6-9 5-7-1 33-1-11 5-7-1 38-8-12 5-7-1 42-11-0 4-2-4 43-11-0 1-0-0 44-10-0 0-11-0 0-11-01-5-04-1-74-2-80-11-04-1-76.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4], [2:0-1-12,0-0-14], [4:0-4-0,0-1-9], [12:0-4-0,0-1-9], [14:0-1-12,0-0-14], [16:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.50 0.93 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.48 -0.90 0.17 (loc) 21-22 21-22 16 l/defl >999 >583 n/a L/d 240 180 n/a PLATES MT20 Weight: 386 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-26,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-15 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-10-10 oc bracing: 21-22 8-10-12 oc bracing: 20-21. REACTIONS.(lb/size)26=3003/0-3-8, 16=3002/0-3-8 Max Horz 26=-84(LC 3) Max Uplift 26=-979(LC 4), 16=-979(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-529/178, 3-4=-4300/1533, 4-5=-3671/1344, 5-6=-8067/3048, 6-8=-8067/3048, 8-9=-8061/3043, 9-11=-8061/3043, 11-12=-3670/1342, 12-13=-4298/1532, 13-14=-529/176, 2-26=-454/166, 14-16=-454/165 BOT CHORD 25-26=-877/2369, 24-25=-2409/6403, 22-24=-2409/6403, 21-22=-3268/8667, 20-21=-3268/8667, 18-20=-2346/6401, 17-18=-2346/6401, 16-17=-793/2368 WEBS 3-25=-510/1263, 4-25=-758/2049, 5-25=-3352/1342, 5-24=-166/417, 5-22=-802/2021, 6-22=-320/133, 8-22=-743/306, 8-21=-181/460, 8-20=-750/310, 9-20=-320/133, 11-20=-800/2017, 11-18=-168/419, 11-17=-3351/1340, 12-17=-757/2048, 13-17=-512/1262, 3-26=-3091/1074, 13-16=-3090/1072 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=979, 16=979. 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) 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 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG11 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 323 West Clay Northlake Job Reference (optional) I37213914 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:41 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-VkNcUxtzurHwEr?QN0lxaqf6SRD6qgICzPdBMJzDFXe NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 43 lb up at 1-0-12, 110 lb down and 38 lb up at 3-0-12, 110 lb down and 61 lb up at 5-0-12, 110 lb down and 81 lb up at 7-0-12, 110 lb down and 81 lb up at 9-0-12, 110 lb down and 81 lb up at 11-0-12, 110 lb down and 81 lb up at 13-0-12, 110 lb down and 81 lb up at 15-0-12, 110 lb down and 81 lb up at 17-0-12, 110 lb down and 81 lb up at 19-0-12, 110 lb down and 81 lb up at 20-10-4, 110 lb down and 81 lb up at 22-10-4, 110 lb down and 81 lb up at 24-10-4, 110 lb down and 81 lb up at 26-10-4, 110 lb down and 81 lb up at 28-10-4, 110 lb down and 81 lb up at 30-10-4, 110 lb down and 81 lb up at 32-10-4, 110 lb down and 81 lb up at 34-10-4, 110 lb down and 81 lb up at 36-10-4, 110 lb down and 61 lb up at 38-10-4, and 110 lb down and 38 lb up at 40-10-4, and 90 lb down and 43 lb up at 42-10-4 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, 3-4=-60, 4-12=-60, 12-13=-60, 13-14=-60, 14-15=-60, 16-26=-20 Concentrated Loads (lb) Vert: 24=-110 18=-110 27=-90 28=-110 29=-110 30=-110 31=-110 32=-110 33=-110 34=-110 35=-110 36=-110 37=-110 38=-110 39=-110 40=-110 41=-110 42=-110 43=-110 44=-110 45=-110 46=-90 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG12 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213915 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-zww_hHtbf9Pnr?ZdxkGA71BLNrgXZCKLB3NkulzDFXd Scale = 1:35.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 4x6 4x6 4x6 4x6 4x6 3x8 3x8 2x4 3x8 2x4 2x4 3x8 3x8 6x8 6x8 0-1-42-3-5 2-3-5 5-10-3 3-6-13 9-3-12 3-5-9 12-9-5 3-5-9 16-4-3 3-6-13 18-7-8 2-3-5 -0-11-0 0-11-0 1-0-0 1-0-0 2-3-5 1-3-5 5-10-3 3-6-13 9-3-12 3-5-9 12-9-5 3-5-9 16-4-3 3-6-13 17-7-8 1-3-5 18-7-8 1-0-0 19-6-8 0-11-0 0-11-01-5-02-7-12-8-50-11-02-7-16.00 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4], [2:0-1-12,0-0-14], [4:0-3-4,0-2-0], [8:0-3-4,0-2-0], [10:0-1-12,0-0-14], [12:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MSH 0.23 0.47 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.17 0.04 (loc) 15 15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-9 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. REACTIONS.(lb/size)12=1132/0-3-8, 19=1132/0-3-8 Max Horz 19=48(LC 12) Max Uplift 12=-317(LC 3), 19=-317(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1276/400, 4-5=-975/321, 5-6=-2293/738, 6-7=-2293/738, 7-8=-975/321, 8-9=-1276/400, 2-19=-273/96, 10-12=-273/96 BOT CHORD 18-19=-272/793, 17-18=-625/1959, 15-17=-625/1959, 14-15=-607/1959, 13-14=-607/1959, 12-13=-224/793 WEBS 4-18=-213/683, 5-18=-1175/390, 5-15=-148/404, 7-15=-149/404, 7-13=-1175/389, 8-13=-213/683, 3-19=-1057/301, 9-12=-1057/301 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=317, 19=317. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 49 lb up at 1-0-12, 72 lb down and 47 lb up at 3-0-12, 72 lb down and 47 lb up at 5-0-12, 72 lb down and 47 lb up at 7-0-12, 72 lb down and 47 lb up at 9-0-12, 72 lb down and 47 lb up at 9-6-12, 72 lb down and 47 lb up at 11-6-12, 72 lb down and 47 lb up at 13-6-12, and 72 lb down and 47 lb up at 15-6-12, and 47 lb down and 49 lb up at 17-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG12 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213915 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:42 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-zww_hHtbf9Pnr?ZdxkGA71BLNrgXZCKLB3NkulzDFXd 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, 4-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 12-19=-20 Concentrated Loads (lb) Vert: 15=-144 20=-47 21=-72 22=-72 23=-72 24=-72 25=-72 26=-72 27=-47 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG13 Truss Type HALF HIP GIRDER Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213916 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-zww_hHtbf9Pnr?ZdxkGA71BOernTZJvLB3NkulzDFXd Scale = 1:10.0 1 2 3 6 5 4 4x6 2x4 2x4 2x4 2x4 2x4 1-0-0 1-0-0 1-9-8 0-9-8 1-0-0 1-0-0 1-9-8 0-9-8 0-11-01-5-01-1-80-3-81-5-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MR 0.02 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=58/0-3-8, 4=56/0-1-8 Max Horz 6=34(LC 4) Max Uplift 4=-16(LC 4) Max Grav 6=60(LC 9), 4=56(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 29 lb up at 1-7-12 on top chord, and 1 lb down and 7 lb up at 1-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 4-6=-20 Concentrated Loads (lb) Vert: 5=7(B) May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG14 Truss Type Half Hip Girder Qty 4 Ply 1 323 West Clay Northlake Job Reference (optional) I37213917 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-R6UMvcuEQTXeT98pVRnPfFkYnF6HImwVQj6IRCzDFXc Scale = 1:9.8 1 2 3 4 7 6 5 8 9 4x6 2x4 2x4 2x4 2x4 2x4 0-1-41-0-0 1-0-0 1-10-12 0-10-12 3-9-8 1-10-12 -0-11-0 0-11-0 1-0-0 1-0-0 3-9-8 2-9-8 0-11-01-3-121-5-01-3-120-3-86.00 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-MSH 0.13 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=196/0-3-8, 5=114/0-1-8 Max Horz 7=44(LC 5) Max Uplift 7=-45(LC 5), 5=-27(LC 6) Max Grav 7=196(LC 1), 5=116(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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) 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) 41 lb down and 58 lb up at 1-0-0, and 21 lb down and 67 lb up at 2-0-12 on top chord, and 1 lb down and 7 lb up at 1-0-0, and 11 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=7(F) 8=22(F) 9=5(F) May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG15 Truss Type HALF HIP GIRDER Qty 2 Ply 1 323 West Clay Northlake Job Reference (optional) I37213918 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-vI2k6yvsBmfV5Jj?29IeCSHj0eTj1DJefNsrzezDFXb Scale = 1:9.9 1 2 3 4 7 6 5 8 9 4x6 2x4 2x4 2x4 2x4 2x4 1-0-0 1-0-0 2-11-0 1-11-0 -0-11-0 0-11-0 1-0-0 1-0-0 2-11-0 1-11-0 0-11-01-5-01-1-80-3-81-5-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MR 0.09 0.04 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=171/0-5-8, 5=72/0-1-8 Max Horz 7=41(LC 4) Max Uplift 7=-43(LC 5), 5=-31(LC 4) Max Grav 7=171(LC 1), 5=75(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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) 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) 41 lb down and 58 lb up at 1-0-0, and 19 lb down and 58 lb up at 2-0-12 on top chord, and 1 lb down and 7 lb up at 1-0-0, and 11 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=7(B) 8=19(B) 9=5(B) May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG16 Truss Type Hip Girder Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213919 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-OVc7JIwUy4nMiTIBcsptlgpie2cjmeYot1bOV4zDFXa Scale = 1:38.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 24 25 26 27 4x6 4x8 6x10 4x8 3x8 2x4 3x4 2x4 8x8 9-0-0 9-0-0 12-11-0 3-11-0 21-11-0 9-0-0 -0-11-4 0-11-4 4-7-4 4-7-4 9-0-0 4-4-12 12-11-0 3-11-0 17-3-12 4-4-12 21-11-0 4-7-4 22-10-4 0-11-4 0-11-05-5-00-11-05-5-06.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-2-0], [7:0-1-13,0-3-10], [9:Edge,0-7-4], [9:0-0-0,0-3-10], [13:0-6-13,0-3-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.87 0.89 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.13 -0.29 0.04 (loc) 11-13 11-13 9 l/defl >999 >876 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,7-9: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-2 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1445/0-3-8, 9=1295/0-3-8 Max Horz 13=-58(LC 3) Max Uplift 13=-426(LC 5), 9=-366(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1825/588, 3-4=-1640/579, 4-5=-1442/548, 5-6=-1566/549, 6-7=-1755/559, 2-13=-1091/371, 7-9=-1073/366 BOT CHORD 11-13=-489/1532, 10-11=-397/1374, 9-10=-418/1463 WEBS 4-11=-128/406, 5-10=-81/361 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; 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) 13=426, 9=366. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 83 lb up at 10-0-12, 53 lb down and 83 lb up at 12-0-12, 10 lb down and 3 lb up at 14-0-12, and 30 lb down and 18 lb up at 16-0-12, and 55 lb down and 33 lb up at 18-0-12 on top chord, and 123 lb down and 39 lb up at 2-0-12, 123 lb down and 51 lb up at 4-0-12, 123 lb down and 69 lb up at 6-0-12, 123 lb down and 92 lb up at 8-0-12, 38 lb down and 40 lb up at 10-0-12, 38 lb down and 40 lb up at 12-0-12, 108 lb down and 84 lb up at 14-0-12, 78 lb down and 53 lb up at 16-0-12, and 48 lb down and 26 lb up at 18-0-12, and 207 lb down at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) StandardContinued on page 2 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG16 Truss Type Hip Girder Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213919 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:45 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-OVc7JIwUy4nMiTIBcsptlgpie2cjmeYot1bOV4zDFXa LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 9-13=-20 Concentrated Loads (lb) Vert: 12=-123(B) 14=-47(B) 15=-47(B) 18=-15(B) 19=-123(B) 20=-123(B) 21=-123(B) 22=-19(B) 23=-19(B) 24=-108(B) 25=-78(B) 26=-48(B) 27=-14(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG17 Truss Type Half Hip Girder Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213920 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-OVc7JIwUy4nMiTIBcsptlgpt62p1mgRot1bOV4zDFXa Scale = 1:12.4 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 -0-11-4 0-11-4 0-6-0 0-6-0 4-0-0 3-6-0 1-5-01-11-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.03 0.02 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: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=143/Mechanical, 7=225/0-3-8 Max Horz 7=59(LC 4) Max Uplift 5=-26(LC 10), 7=-32(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 19 lb up at 0-6-0, and 1 lb down and 18 lb up at 2-0-12 on top chord, and 6 lb down at 0-6-12, and 2 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=1(F) 9=-3(F) May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG18 Truss Type Half Hip Girder Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213921 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-shAVXew6jOvDKctOAZL6HtM1DS3QV72x6hLy1WzDFXZ Scale = 1:11.8 1 2 3 4 7 6 5 8 9 4x6 2x4 2x4 3x4 6x6 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -0-11-4 0-11-4 0-4-12 0-4-12 4-0-0 3-7-4 1-5-01-9-121-6-41-9-1212.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.34 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.03 -0.02 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=34/Mechanical, 7=212/0-3-8, 4=108/Mechanical Max Horz 7=55(LC 4) Max Uplift 7=-30(LC 5), 4=-210(LC 5) Max Grav 5=218(LC 11), 7=212(LC 1), 4=108(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-14/279 WEBS 3-6=-287/22, 4-6=-336/34 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) 4=210. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 15 lb up at 0-4-12, and 31 lb down and 13 lb up at 2-0-12 on top chord, and 4 lb down and 0 lb up at 0-5-8, and 1 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=-20, 3-4=-60, 5-7=-20 Continued on page 2 May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss TG18 Truss Type Half Hip Girder Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213921 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:46 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-shAVXew6jOvDKctOAZL6HtM1DS3QV72x6hLy1WzDFXZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=1(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 Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss V01 Truss Type Valley Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213922 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-shAVXew6jOvDKctOAZL6HtMtTS07V7yx6hLy1WzDFXZ Scale = 1:11.3 1 2 3 3x4 2x4 2x4 6-1-9 6-1-9 0-0-41-6-63.00 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-P 0.87 0.55 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 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=204/6-0-9, 3=204/6-0-9 Max Horz 1=42(LC 5) Max Uplift 1=-15(LC 4), 3=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss V02 Truss Type Valley Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213923 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-Ktktk_xkTh24ymSakHsLq5v99sT4EZ04LL4VazzDFXY Scale = 1:25.8 1 2 3 4 5 8 7 63x6 5x6 5x6 3x6 2x4 2x4 2x4 2x4 0-1-130-0-4 0-0-4 3-2-8 3-2-4 7-6-14 4-4-6 15-1-13 7-6-15 3-2-8 3-2-8 7-6-14 4-4-6 11-11-5 4-4-7 15-1-13 3-2-8 0-0-43-0-113-2-80-0-43-0-1112.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [4:0-4-3,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-SH 0.42 0.12 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-1-5. (lb) - Max Horz 1=-66(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=273(LC 11), 8=273(LC 10), 7=397(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-306/126 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 8, 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss V03 Truss Type Valley Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213924 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-o4IFyKyME?AxZw1mH_NaMIRGbGnQz1WEa?q36PzDFXX Scale = 1:20.8 1 2 3 4 6 53x4 6x6 6x6 3x4 2x4 2x4 0-1-130-0-4 0-0-4 3-2-8 3-2-4 12-5-13 9-3-5 3-2-8 3-2-8 9-3-5 6-0-13 12-5-13 3-2-8 0-0-43-0-113-2-80-0-43-0-1112.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge], [3:0-1-3,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-SH 0.70 0.25 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-5-5. (lb) - Max Horz 1=66(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 5=368(LC 11), 6=368(LC 10) 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) The Fabrication Tolerance at joint 2 = 16%, joint 3 = 16% 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5, 6. 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss V04 Truss Type Valley Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213925 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-GGsd9gz_?JIoB4czriupvW_ZGf8biU1NofZcerzDFXW Scale = 1:20.2 1 2 3 4 6 5 3x4 4x6 4x6 3x4 2x4 2x4 0-1-130-0-4 0-0-4 3-2-8 3-2-4 9-9-13 6-7-5 3-2-8 3-2-8 6-7-5 3-4-13 9-9-13 3-2-8 0-0-43-0-113-2-80-0-43-0-1112.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-4-3,Edge], [3:0-4-3,Edge], [4:0-0-15,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-SH 0.19 0.19 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-9-5. (lb) - Max Horz 1=67(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 5=256(LC 11), 6=256(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss V05 Truss Type Valley Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213926 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-GGsd9gz_?JIoB4czriupvW_Xif9aiUKNofZcerzDFXW Scale = 1:20.3 1 2 3 4 6 5 2x4 4x6 4x6 2x4 2x4 2x4 0-1-130-0-4 0-0-4 3-2-8 3-2-4 3-11-5 0-8-13 7-1-13 3-2-8 3-2-8 3-2-8 3-11-5 0-8-13 7-1-13 3-2-8 0-0-43-0-113-2-80-0-43-0-1112.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [3:0-4-3,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-P 0.29 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 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.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-1-5. (lb) - Max Horz 1=67(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6, 5 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 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) 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.). May 24,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 323_West_Clay_Northlake Truss V06 Truss Type Valley Qty 1 Ply 1 323 West Clay Northlake Job Reference (optional) I37213927 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 24 15:05:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:pl?BCLYTwRsHodYjusr2bwzSmD6-kSP0N0_dmcQfpEB9PPP2SjWkw3VNRxjX1JJ9AIzDFXV Scale = 1:14.0 1 2 3 4 2x4 3x4 2x4 2x4 4-5-13 4-5-13 2-2-14 2-2-14 4-5-13 2-2-14 0-0-42-2-140-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=95/4-5-13, 3=95/4-5-13, 4=128/4-5-13 Max Horz 1=-46(LC 4) Max Uplift 1=-16(LC 7), 3=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 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) 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.). May 24,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths