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HomeMy WebLinkAboutOBF-044 Seal Truss Drawings16023 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). August 20,2019 Liu, Xuegang Pages or sheets covered by this seal: I38225177 thru I38225252 My license renewal date for the state of Indiana is July 31, 2020. B19902319 FISCHER OBF-044 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 B19902319 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225177 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:25 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-aKlxyLyBUbnbeR?JY9xAJKUE0Mqcw9Abv_W?ssym05i Scale: 1"=1' 1 2 3 4 7 6 53x8 2x4 2x4 1-11-1 1-10-10 -1-7-3 1-7-3 1-8-9 1-8-9 1-11-1 0-2-8 0-10-01-7-61-10-06.25 12 Plate Offsets (X,Y)-- [2:0-0-10,0-1-4], [7:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 1-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=202/0-4-11, 5=24/Mechanical Max Horz 7=59(LC 5) Max Uplift 7=-84(LC 6), 5=-18(LC 5) Max Grav 7=202(LC 1), 5=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss CG02 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225178 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:25 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-aKlxyLyBUbnbeR?JY9xAJKUE0MqXw96bv_W?ssym05i Scale = 1:12.9 1 2 3 4 7 6 53x8 2x4 2x4 2-2-4 2-1-13 2-2-12 0-0-8 -1-7-3 1-7-3 2-2-12 2-2-12 0-10-01-11-156.25 12 Plate Offsets (X,Y)-- [2:0-0-10,0-1-4], [7:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.19 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 6-7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=203/0-4-11, 6=38/Mechanical Max Horz 7=81(LC 6) Max Uplift 7=-72(LC 6), 6=-10(LC 7) Max Grav 7=203(LC 1), 6=53(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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, 6. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225179 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:26 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-2XJJ9hzpFuvSGbaW5tSPsX1OKmAofbQl8eGYOJym05h Scale = 1:12.2 1 2 3 4 7 6 8 9 53x8 2x4 2x4 1-11-6 1-10-14 -1-7-3 1-7-3 1-11-6 1-11-6 0-10-01-8-11-10-36.25 12 Plate Offsets (X,Y)-- [2:0-0-10,0-1-4], [7:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 1-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=185/0-4-11, 5=10/Mechanical Max Horz 7=57(LC 4) Max Uplift 7=-65(LC 5), 5=-12(LC 4) Max Grav 7=185(LC 1), 5=32(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) 7, 5. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 92 lb up at 0-7-10 on top chord, and 2 lb down and 6 lb up at 0-7-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 8=25(F) August 20,2019 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 B19902319 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225180 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:27 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-XjtiN1_R0C1Juk9ifazePlZY4AW1O2guMI?6xlym05g Scale = 1:12.2 1 2 3 4 7 6 8 53x8 2x4 2x4 1-11-6 1-10-14 -1-7-3 1-7-3 1-11-6 1-11-6 0-10-01-8-11-10-36.25 12 Plate Offsets (X,Y)-- [2:0-0-10,0-1-4], [7:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 1-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=185/0-4-11, 5=10/Mechanical Max Horz 7=57(LC 11) Max Uplift 7=-60(LC 5), 5=-10(LC 4) Max Grav 7=185(LC 1), 5=32(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) 7, 5. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 92 lb up at 0-7-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 8=25(B) August 20,2019 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 B19902319 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225181 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:27 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-XjtiN1_R0C1Juk9ifazePlZY4AWpO2guMI?6xlym05g Scale = 1:14.7 1 2 3 4 7 6 5 8 9 3x8 2x4 2x4 2-11-1 2-10-9 -1-7-3 1-7-3 2-11-1 2-11-1 0-10-02-2-32-4-46.25 12 Plate Offsets (X,Y)-- [2:0-0-10,0-1-4], [7:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=218/0-4-11, 6=73/Mechanical Max Horz 7=73(LC 4) Max Uplift 7=-78(LC 5), 6=-28(LC 4) Max Grav 7=218(LC 1), 6=76(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) 7, 6. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 28 lb up at 2-3-1 on top chord, and 2 lb down and 1 lb up at 2-3-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=1(B) August 20,2019 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 B19902319 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225182 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:28 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-?vR4aN_3nWAAVukuDIVtxy6kFZrI7Vw2bylfTBym05f Scale: 1"=1' 1 2 3 4 7 6 53x8 2x4 2x4 1-11-1 1-10-9 -1-7-3 1-7-3 1-8-9 1-8-9 1-11-1 0-2-8 0-10-01-7-61-10-06.25 12 Plate Offsets (X,Y)-- [2:0-0-10,0-1-4], [7:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 1-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=202/0-4-11, 5=24/Mechanical Max Horz 7=59(LC 5) Max Uplift 7=-84(LC 6), 5=-18(LC 5) Max Grav 7=202(LC 1), 5=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss GE01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225183 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:28 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-?vR4aN_3nWAAVukuDIVtxy6k5Zrl7TT2bylfTBym05f Scale = 1:38.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-0-14 10-0-14 -1-0-0 1-0-0 5-0-7 5-0-7 10-0-14 5-0-7 11-0-14 1-0-0 1-0-06-0-71-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.06 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 54 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 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 6-0-0 oc bracing. REACTIONS.All bearings 10-0-14. (lb) - Max Horz 20=144(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14, 13 except 20=-115(LC 4), 19=-101(LC 5) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14, 13 except (jt=lb) 20=115, 19=101. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss GE03 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225184 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:29 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-T6?Sni?iYpI072J4n?06UAfwNzB_svYBqcUD?eym05e Scale = 1:48.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 4x6 3x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-0-0 14-0-0 -0-7-8 0-7-8 7-1-8 7-1-8 14-0-0 6-10-8 0-7-87-9-00-10-812.00 12 Plate Offsets (X,Y)-- [12:0-1-4,0-1-4], [13:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.10 0.06 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 78 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 2x4 SPF-S Stud WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-0-0. (lb) - Max Horz 2=185(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 19, 20, 21, 22, 17, 16, 15 except 14=-120(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 2, 18, 19, 20, 21, 22, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 2, 19, 20, 21, 22, 17, 16, 15 except (jt=lb) 14=120. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss GE04 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225185 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:30 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-xIZq?20KJ7QtlCuHKjXL0NBwLNR4bOiL2GEmX4ym05d Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x6 3x6 3x6 3x4 2x4 2x4 5x12 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-8-8 7-8-8 11-8-8 4-0-0 3-5-13 3-5-13 7-8-8 4-2-10 10-5-8 2-9-0 11-0-0 0-6-8 11-8-8 0-8-8 2-1-03-1-36-9-87-3-1410-0-1410-6-910-0-143.50 12 10.50 12 12.00 12 8.00 12 Plate Offsets (X,Y)-- [11:0-0-0,0-1-12], [11:0-1-8,0-2-0], [12:0-1-12,0-0-0], [13:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.79 0.39 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 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* 14-15: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 10-17,12-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-18, 11-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-15, 10-17, 12-16 REACTIONS.All bearings 11-8-8. (lb) - Max Horz 24=351(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 18, 15, 22, 21, 20, 19, 16 except 24=-214(LC 4), 23=-563(LC 5), 17=-127(LC 5) Max Grav All reactions 250 lb or less at joint(s) 18, 15, 23, 22, 21, 20, 19, 17, 16 except 24=523(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-274/123, 1-2=-296/117, 5-6=-252/161 WEBS 2-23=-73/280 NOTES-(11-14) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 11-6-12 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) 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 15, 22, 21, 20, 19, 16 except (jt=lb) 24=214, 23=563, 17=127. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss GE05 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225186 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:31 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-PU6CCO1y3QYkMMSTuQ2aZbkD?nrFKs1UHwzJ4Wym05c Scale = 1:28.9 1 2 3 4 5 6 11 10 9 8 7 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-8-0 5-8-0 3-5-13 3-5-13 5-8-0 2-2-3 2-1-03-1-35-0-13.50 12 10.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-8-0. (lb) - Max Horz 11=137(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 7, 9, 8 except 10=-194(LC 5) Max Grav All reactions 250 lb or less at joint(s) 11, 7, 10, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7, 9, 8 except (jt=lb) 10=194. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss GE06 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225187 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:32 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-thgbQk2aqkgb_W1fS8Zp6oHNdBA73EPdWajtcyym05b Scale = 1:61.4 1 2 3 6 5 4 4x6 3x6 3x6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-7-131-4-04-10-7 4-10-7 9-8-14 4-10-7 10-0-14 0-4-0 4-10-7 4-10-7 9-8-14 4-10-7 10-0-14 0-4-0 0-8-81-0-010-8-140-3-80-3-812.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.35 0.23 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 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* 3-4: 2x4 SPF No.2, 1-6,7-8: 2x4 SPF-S Stud OTHERS 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. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)4=350/0-3-8, 6=350/0-1-8 Max Horz 6=308(LC 5) Max Uplift 4=-154(LC 5), 6=-13(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-334/85, 1-6=-308/73 BOT CHORD 5-6=-300/242 WEBS 2-4=-275/181 NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 1-4-0 oc. 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) 6 except (jt=lb) 4=154. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J01 Truss Type Jack-Closed Qty 6 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225188 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:32 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-thgbQk2aqkgb_W1fS8Zp6oHQlBBZ3JvdWajtcyym05b Scale = 1:20.5 1 2 3 5 4 3x6 2x4 2x4 -1-0-0 1-0-0 4-3-0 4-3-0 0-8-03-6-03-2-80-3-83-6-08.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=216/0-3-8, 4=140/0-1-8 Max Horz 5=102(LC 5) Max Uplift 5=-46(LC 6), 4=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J02 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225189 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:33 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-LtEzd42Cb2oScfcs0r42e0pblaYTom9nlESQ8Pym05a Scale = 1:14.7 1 2 3 4 6 57 3x8 3x4 2x4 2x4 1-10-2 1-10-2 3-5-5 1-7-3 -1-0-0 1-0-0 1-10-2 1-10-2 3-5-5 1-7-3 0-10-02-4-72-0-150-3-82-4-710.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [3:0-2-0,0-1-13], [6:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-5 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)6=210/0-3-8, 5=134/0-1-8 Max Horz 6=74(LC 4) Max Uplift 6=-67(LC 5), 5=-54(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) 6, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 43 lb up at 1-10-2 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 7=-47(B) August 20,2019 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 B19902319 Truss J03 Truss Type Jack-Closed Qty 10 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225190 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:33 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-LtEzd42Cb2oScfcs0r42e0pc8aYXom9nlESQ8Pym05a Scale = 1:21.6 1 2 3 5 4 3x8 2x4 2x4 3-5-5 3-5-5 -1-0-0 1-0-0 3-5-5 3-5-5 0-10-03-8-73-4-150-3-83-8-710.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=188/0-3-8, 4=108/0-1-8 Max Horz 5=109(LC 5) Max Uplift 5=-36(LC 6), 4=-45(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225191 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:34 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-p3oLrQ3qMLwJDpB2ZYcHBDMns_ueXDPwzuC_grym05Z Scale = 1:12.2 1 2 5 3 43x8 1-2-6 1-2-6 -1-0-0 1-0-0 1-2-6 1-2-6 0-10-01-10-01-4-31-10-010.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.03 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 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 1-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=130/0-3-8, 3=4/Mechanical, 4=6/Mechanical Max Horz 5=77(LC 6) Max Uplift 5=-30(LC 6), 3=-15(LC 7), 4=-8(LC 6) Max Grav 5=130(LC 1), 3=11(LC 4), 4=20(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J16 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225192 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:35 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-IGMj2m4S7f2ArzmE7G7WjRvynOErGgB4CYxXDHym05Y Scale = 1:19.6 1 2 3 4 5 6 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 6-1-0 6-1-0 0-5-23-0-55.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-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.All bearings 6-1-0. (lb) - Max Horz 2=92(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J17 Truss Type Jack-Closed Qty 5 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225193 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:35 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-IGMj2m4S7f2ArzmE7G7WjRvs0O9hGgf4CYxXDHym05Y Scale = 1:18.9 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 6-1-0 6-1-0 0-5-23-0-52-8-130-3-83-0-55.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.47 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.00 (loc) 2-4 2-4 4 l/defl >999 >412 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 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)2=282/0-3-8, 4=208/0-1-8 Max Horz 2=92(LC 5) Max Uplift 2=-65(LC 6), 4=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 2, 4. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J18 Truss Type Jack-Closed Qty 6 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225194 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:36 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-mSw5G655uzA1T7LRhzelGeR6ToYH?7vDRCh4lkym05X Scale = 1:11.1 1 2 3 4 2x4 2x4 2x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-4-01-8-01-4-80-3-81-8-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 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)2=209/0-3-8, 4=128/0-1-8 Max Horz 2=49(LC 5) Max Uplift 2=-63(LC 4), 4=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 2, 4. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J19 Truss Type Monopitch Qty 6 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225195 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:36 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-mSw5G655uzA1T7LRhzelGeR7XoZX?7vDRCh4lkym05X Scale = 1:18.1 1 2 3 5 4 3x6 2x4 2x4 -1-0-0 1-0-0 3-7-8 3-7-8 0-7-143-0-72-8-150-3-83-0-77.88 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 4-5 4-5 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 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=194/0-3-8, 4=115/0-1-8 Max Horz 5=88(LC 5) Max Uplift 5=-47(LC 6), 4=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J20 Truss Type Jack-Open Qty 7 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225196 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:37 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-EeUUTR5jfGIu4HwdFh9_pr_I0CwHka9NfsQeHAym05W Scale = 1:13.2 1 2 5 3 43x8 1-5-5 1-5-5 -1-0-0 1-0-0 1-5-5 1-5-5 0-10-02-0-71-6-102-0-710.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.04 0.00 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 1-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=134/0-3-8, 3=15/Mechanical, 4=9/Mechanical Max Horz 5=83(LC 6) Max Uplift 5=-26(LC 6), 3=-20(LC 6), 4=-6(LC 6) Max Grav 5=134(LC 1), 3=15(LC 1), 4=24(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J21 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225197 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:37 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-EeUUTR5jfGIu4HwdFh9_pr_FFCvtkYRNfsQeHAym05W Scale = 1:18.9 1 2 3 4 5 9 8 7 6 3x8 3x4 3x4 2x4 2x4 2x4 3x4 2-4-0 2-4-0 4-5-3 2-1-3 -1-0-0 1-0-0 2-4-0 2-4-0 2-10-0 0-6-0 4-5-3 1-7-3 0-10-03-0-83-2-51-9-01-3-82-0-81-0-03-0-810.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [4:0-2-0,Edge], [6:Edge,0-2-0], [9:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.13 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.03 (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 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 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=222/0-5-8, 6=147/0-1-8 Max Horz 9=89(LC 6) Max Uplift 9=-47(LC 6), 6=-35(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J22 Truss Type Jack-Closed Qty 6 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225198 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:38 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-ir1sgn6LQaQliRVpoOgDL3XRibFhT0tWuWABpcym05V Scale = 1:25.7 1 2 3 4 8 7 6 5 3x8 3x4 2x4 2x4 2x4 3x4 2-4-0 2-4-0 4-5-3 2-1-3 -1-0-0 1-0-0 2-4-0 2-4-0 4-5-3 2-1-3 0-10-04-6-53-2-131-3-83-6-51-0-010.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [5:Edge,0-2-0], [8:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.25 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.06 0.04 (loc) 7 7 5 l/defl >999 >796 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 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=222/0-5-8, 5=147/0-1-8 Max Horz 8=121(LC 5) Max Uplift 8=-33(LC 6), 5=-52(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 8, 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J23 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225199 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:38 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-ir1sgn6LQaQliRVpoOgDL3XR7bFOT1OWuWABpcym05V Scale: 1"=1' 1 2 3 4 6 5 7 8 9 3x8 3x4 2x4 2x4 1-2-13 1-2-13 4-5-3 3-2-6 -1-0-0 1-0-0 1-2-13 1-2-13 4-5-3 3-2-6 0-10-01-9-11-10-51-5-90-3-81-9-110.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [3:0-2-0,0-0-2], [6:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 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)6=219/0-3-8, 5=145/0-1-8 Max Horz 6=55(LC 4) Max Uplift 6=-67(LC 5), 5=-33(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) 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) 43 lb down and 13 lb up at 2-5-15 on top chord, and 25 lb down and 24 lb up at 1-2-13, and 2 lb down and 2 lb up at 2-5-15 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 8=3(F) 9=2(F) August 20,2019 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 B19902319 Truss J24 Truss Type Jack-Closed Qty 10 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225200 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:39 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-A1bEu77zBuYcKa4?M6BSuG3dn?ayCUef7AvlM2ym05U Scale = 1:25.7 1 2 3 5 4 3x8 3x4 2x4 4-5-3 4-5-3 -1-0-0 1-0-0 4-5-3 4-5-3 0-10-04-6-54-2-130-3-84-6-510.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-5 4-5 4 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 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=222/0-3-8, 4=147/0-1-8 Max Horz 5=134(LC 5) Max Uplift 5=-35(LC 6), 4=-53(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J25 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225201 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:40 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-eD9c5T8byBgTxkeCwpihQUcpoPy9xxupMqfIuVym05T Scale = 1:12.3 1 2 5 3 4 3x6 1-9-8 1-9-8 -1-0-0 1-0-0 1-9-8 1-9-8 0-8-01-10-51-5-21-10-58.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 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: 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=141/0-5-8, 3=29/Mechanical, 4=13/Mechanical Max Horz 5=73(LC 6) Max Uplift 5=-38(LC 6), 3=-22(LC 6) Max Grav 5=141(LC 1), 3=29(LC 1), 4=31(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J26 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225202 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:40 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-eD9c5T8byBgTxkeCwpihQUcpoPy9xxupMqfIuVym05T Scale = 1:12.3 1 2 5 3 43x6 1-9-8 1-9-8 -1-0-0 1-0-0 1-9-8 1-9-8 0-8-01-10-51-5-21-10-58.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 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: 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=141/0-3-8, 3=29/Mechanical, 4=13/Mechanical Max Horz 5=73(LC 6) Max Uplift 5=-38(LC 6), 3=-22(LC 6) Max Grav 5=141(LC 1), 3=29(LC 1), 4=31(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J27 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225203 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:41 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-6Pj_Jp9DjVoJZuDOUWEwzh8_dpHagO8yaUOrQxym05S Scale = 1:9.0 1 2 5 3 4 3x6 0-10-3 0-10-3 -1-0-0 1-0-0 0-10-3 0-10-3 0-8-01-2-120-9-91-2-128.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.08 0.01 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 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 0-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=132/0-5-8, 3=-17/Mechanical, 4=-1/Mechanical Max Horz 5=53(LC 6) Max Uplift 5=-54(LC 6), 3=-17(LC 1), 4=-3(LC 6) Max Grav 5=132(LC 1), 3=11(LC 6), 4=12(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J28 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225204 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:41 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-6Pj_Jp9DjVoJZuDOUWEwzh8_dpHagO8yaUOrQxym05S Scale = 1:9.0 1 2 5 3 4 3x6 0-10-3 0-10-3 -1-0-0 1-0-0 0-10-3 0-10-3 0-8-01-2-120-9-91-2-128.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.08 0.01 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 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 0-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=132/0-3-8, 3=-18/Mechanical, 4=-1/Mechanical Max Horz 5=53(LC 6) Max Uplift 5=-54(LC 6), 3=-18(LC 1), 4=-3(LC 6) Max Grav 5=132(LC 1), 3=11(LC 6), 4=12(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J29 Truss Type Jack-Closed Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225205 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:42 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-acHMW99rUpwAB2oa1El9Wvh4QDcXPrH6p88PyNym05R Scale = 1:11.0 1 2 3 4 7 6 5 3x6 2x4 2x4 3-3-5 3-2-9 -2-2-8 2-2-8 3-3-5 3-3-5 0-7-141-7-93.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.40 0.10 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6-7 6-7 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 *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=289/0-6-4, 5=57/Mechanical Max Horz 7=65(LC 6) Max Uplift 7=-121(LC 4) Max Grav 7=289(LC 1), 5=71(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) except (jt=lb) 7=121. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J32 Truss Type Jack-Closed Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225206 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:42 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-acHMW99rUpwAB2oa1El9Wvh6VDcQPrO6p88PyNym05R Scale = 1:18.9 1 2 3 4 6 5 3x8 3x4 2x4 2x4 2-10-0 2-10-0 4-5-3 1-7-3 -1-0-0 1-0-0 2-10-0 2-10-0 4-5-3 1-7-3 0-10-03-0-83-2-52-9-00-3-83-0-810.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [3:0-2-0,Edge], [6:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 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)6=222/0-3-8, 5=147/0-1-8 Max Horz 6=94(LC 5) Max Uplift 6=-48(LC 6), 5=-37(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J33 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225207 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:43 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-3orlkVAUF631oCNnbxGO26EDOcuZ8IeF2otyVqym05Q Scale = 1:18.9 1 2 3 2x4 2x4 2x4 6-1-0 6-1-0 0-5-23-0-52-8-130-3-83-0-55.13 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.51 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.00 (loc) 1-3 1-3 3 l/defl >999 >412 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=214/0-3-8, 3=214/0-1-8 Max Horz 1=87(LC 5) Max Uplift 1=-21(LC 6), 3=-40(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1, 3. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss J35 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225208 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:43 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-3orlkVAUF631oCNnbxGO26EJ2czi8IeF2otyVqym05Q Scale = 1:13.3 1 2 5 3 4 3x6 2-1-5 2-1-5 -1-0-0 1-0-0 2-1-5 2-1-5 0-8-02-0-141-7-112-0-148.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.04 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 2-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=148/0-3-8, 3=38/Mechanical, 4=17/Mechanical Max Horz 5=78(LC 6) Max Uplift 5=-36(LC 6), 3=-28(LC 6) Max Grav 5=148(LC 1), 3=38(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss M01 Truss Type Roof Special Qty 3 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225209 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:44 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-X_P7xrB60QBuQMyz9fndbKmNi08wtkPOGRdV1Gym05P Scale = 1:38.7 1 2 3 6 5 4 3x4 4x6 3x6 3x6 2x4 3x8 3-5-13 3-5-13 7-8-8 4-2-10 3-5-13 3-5-13 7-8-8 4-2-10 2-1-03-1-36-9-86-6-00-3-86-9-83.50 12 10.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.74 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.22 -0.41 0.00 (loc) 5 4-5 4 l/defl >401 >219 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 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)6=276/0-3-8, 4=276/0-1-8 Max Horz 6=191(LC 5) Max Uplift 6=-66(LC 4), 4=-77(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 6, 4. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss M02 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225210 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:45 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-?BzV8BCkmkJl2WX9jMIs7XJcLQdRcBUYV5M3Ziym05O Scale: 3/8"=1' 1 2 3 6 5 4 2x4 4x6 2x4 2x4 3x4 2x4 3-5-13 3-5-13 5-8-0 2-2-3 3-5-13 3-5-13 5-8-0 2-2-3 2-1-03-1-35-0-13.50 12 10.50 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.15 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 5-8-0. (lb) - Max Horz 6=139(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 4, 4, 6, 5 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(4-7) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6, 5. 4) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 5) BCSI1. 6) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 7) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss M03 Truss Type Monopitch Qty 3 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225211 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:45 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-?BzV8BCkmkJl2WX9jMIs7XJd9QeScB7YV5M3Ziym05O Scale = 1:28.3 1 2 4 3 2x4 2x4 3x4 2x4 4-0-0 4-0-0 4-0-0 4-0-0 1-0-65-0-61-5-83-6-141-7-63-5-012.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.08 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=139/0-3-8, 3=139/Mechanical Max Horz 4=116(LC 6) Max Uplift 3=-91(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 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 capable of withstanding 100 lb uplift at joint(s) 3. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss MG01 Truss Type Monopitch Girder Qty 2 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225212 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:46 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-TNWtMWCMX1Rcff6MG4p5glsoXqrULeNhkl6c68ym05N Scale = 1:21.6 1 2 34 2x4 2x4 3x6 3-5-5 3-5-5 3-5-5 3-5-5 0-10-03-8-710.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-1], [1:0-0-1,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.67 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 0.00 (loc) 1-3 1-3 3 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 2x6 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=406/Mechanical, 1=507/0-3-8 Max Horz 1=96(LC 4) Max Uplift 3=-72(LC 4), 1=-37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) 3, 1. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 676 lb down and 67 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-676 August 20,2019 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 B19902319 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225213 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:46 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-TNWtMWCMX1Rcff6MG4p5glsonquzLeNhkl6c68ym05N Scale = 1:11.1 1 2 343x4 3x4 2x4 2x4 4-0-0 4-0-0 4-0-0 4-0-0 0-4-01-8-04.00 12 Plate Offsets (X,Y)-- [1:0-3-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.51 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 1-3 1-3 3 l/defl >999 >838 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E 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)1=652/0-3-8, 3=549/Mechanical Max Horz 1=42(LC 4) Max Uplift 1=-74(LC 3), 3=-69(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 594 lb down and 80 lb up at 1-9-12, and 330 lb down and 25 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-923 August 20,2019 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 B19902319 Truss MG04 Truss Type Monopitch Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225214 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:47 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-xZ4FZsD_ILZTHphYqnKKCyOzGEHX45drzPrAebym05M Scale = 1:18.1 1 2 3 4 3x4 2x4 2x4 3-7-8 3-7-8 3-7-8 3-7-8 0-7-143-0-77.88 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 1-3 1-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=229/0-3-8, 3=217/Mechanical Max Horz 1=77(LC 4) Max Uplift 1=-20(LC 5), 3=-48(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 196 lb down and 33 lb up at 1-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-196 August 20,2019 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 B19902319 Truss PB01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225215 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:48 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-PmeenCEc3fhKvzGkOVsZlAx9FddipYa_B3bjA1ym05L Scale = 1:16.6 2 3 4 5 6 8 1 7 3x4 3x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 2-9-2 2-9-2 5-2-14 2-5-12 8-0-0 2-9-2 -0-0-41-7-141-10-10-1-00-1-81-6-108.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.18 0.24 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 1=36(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss PB02 Truss Type GABLE Qty 10 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225216 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:48 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-PmeenCEc3fhKvzGkOVsZlAx61ddqpYV_B3bjA1ym05L Scale = 1:18.9 2 3 4 6 1 5 4x6 2x4 2x4 2x4 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 -0-0-42-7-122-8-00-1-00-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.33 0.23 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 1=-57(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-130(LC 1), 5=-130(LC 1), 2=-150(LC 6), 4=-142(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=305(LC 1), 4=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 1, 130 lb uplift at joint 5, 150 lb uplift at joint 2 and 142 lb uplift at joint 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T01 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225217 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:49 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-tyC0_YFEqypBW7rwyCNoINU8O1ndYpN8QjKGiTym05K Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 2x4 4x6 5x8 6x10 5x8 3x8 3x6 4x8 3x6 4x8 6x8 3x4 3x8 5x6 2x4 6x8 3x6 3x6 7-7-1 7-7-1 14-11-10 7-4-9 15-10-4 0-10-10 16-8-14 0-10-10 25-7-10 8-10-12 34-6-6 8-10-12 41-7-0 7-0-10 7-7-1 7-7-1 14-11-10 7-4-9 15-10-4 0-10-10 16-8-14 0-10-10 25-7-10 8-10-12 34-6-6 8-10-12 41-7-0 7-0-10 43-7-0 2-0-0 5-2-85-11-80-8-05-2-88.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [2:0-2-8,0-1-8], [3:0-4-0,0-1-14], [4:0-7-0,0-1-14], [5:0-4-0,0-1-14], [8:0-3-8,0-2-0], [14:0-2-8,0-1-8], [15:0-3-0,0-2-4], [16:0-4-0,0-1-8], [18:0-2-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.93 0.96 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.92 0.16 (loc) 14-15 14-15 10 l/defl >999 >539 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 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 SLIDER Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-3, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-15. WEBS 1 Row at midpt 1-19, 3-16, 5-15, 7-15 REACTIONS.(lb/size)19=1532/Mechanical, 10=1645/0-3-8 Max Horz 19=-202(LC 4) Max Uplift 19=-195(LC 4), 10=-256(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1467/267, 1-2=-2003/357, 2-3=-2964/491, 3-4=-3373/584, 4-5=-3575/620, 5-7=-3095/508, 7-8=-3182/529, 8-10=-2286/324 BOT CHORD 16-18=-177/2003, 15-16=-262/2743, 14-15=-392/3180, 12-14=-129/1823, 10-12=-126/1826 WEBS 1-18=-353/2378, 2-18=-1137/293, 2-16=-160/1147, 3-16=-1865/387, 5-15=-2073/444, 7-15=-333/200, 7-14=-560/256, 8-14=-302/1554, 8-12=0/292, 4-16=-269/1313, 4-15=-381/2254 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 195 lb uplift at joint 19 and 256 lb uplift at joint 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T02 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225218 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:50 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-L8mOCuFtbGx28HP7Vvu1qb0JiR7dHK?HfN4qFwym05J Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 132627 6x8 3x6 5x6 3x6 3x16 MT18HS4x8 2x4 3x4 3x4 3x4 4x8 2x4 6x8 3x6 5x6 3x16 MT18HS 9-6-10 9-6-10 20-9-8 11-2-14 32-0-6 11-2-14 41-7-0 9-6-10 4-10-9 4-10-9 9-6-10 4-8-1 17-0-9 7-5-14 24-6-7 7-5-14 32-0-6 7-5-14 36-8-7 4-8-1 41-7-0 4-10-9 43-7-0 2-0-0 0-8-06-10-87-0-70-8-06-10-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-3-1,Edge], [8:0-3-1,Edge], [11:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.95 0.98 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.52 -1.00 0.17 (loc) 13-15 13-15 11 l/defl >964 >499 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 159 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-17,7-13: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-11-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13 REACTIONS.(lb/size)1=1719/Mechanical, 11=1833/0-3-8 Max Horz 1=-167(LC 4) Max Uplift 1=-143(LC 5), 11=-169(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2606/362, 3-4=-2453/343, 4-5=-2009/323, 5-7=-2946/413, 7-8=-1999/315, 8-9=-2439/331, 9-11=-2585/344 BOT CHORD 1-17=-311/2086, 15-17=-396/2803, 13-15=-353/2799, 11-13=-156/2061 WEBS 4-17=-55/987, 5-17=-1121/295, 5-15=0/337, 7-15=0/341, 7-13=-1126/296, 8-13=-45/976 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 1 and 169 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T03 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225219 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:51 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-qLKmPEGVMa3vmR_J3dPGNoZU7rVW0m4Qt1pNnMym05I Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 132627 8x8 3x6 3x6 5x6 3x6 3x8 8x8 3x6 3x4 2x4 3x8 5x6 2x4 3x4 2x4 3x8 12-0-10 12-0-10 20-9-8 8-8-14 29-6-6 8-8-14 41-7-0 12-0-10 6-1-9 6-1-9 12-0-10 5-11-1 20-9-8 8-8-14 29-6-6 8-8-14 35-5-7 5-11-1 41-7-0 6-1-9 43-7-0 2-0-0 0-8-08-6-88-8-70-8-08-6-88.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [7:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.91 0.87 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.71 0.15 (loc) 13-15 17-20 11 l/defl >999 >703 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7,4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,7-15: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-4-5 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS.(lb/size)1=1727/Mechanical, 11=1841/0-3-8 Max Horz 1=-205(LC 4) Max Uplift 1=-111(LC 6), 11=-183(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2590/368, 3-4=-2367/340, 4-5=-2353/404, 5-7=-2351/403, 7-9=-2356/332, 9-11=-2571/355 BOT CHORD 1-17=-272/2083, 15-17=-200/1904, 13-15=-69/1898, 11-13=-151/2059 WEBS 4-17=0/478, 4-15=-235/723, 5-15=-573/290, 7-15=-237/728, 7-13=0/473 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 1 = 12%, joint 11 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 1 and 183 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T04 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225220 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:53 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-mjRXqwIluBJd?k8iB2RkSDetTeCGUk8jLLIUrEym05G Scale = 1:75.0 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13262728293031 32 33 3x6 5x6 5x6 3x6 3x16 MT18HS 6x16 3x6 3x6 2x4 3x8 2x4 3x6 2x4 6x16 3x6 3x16 MT18HS 10-6-0 10-6-0 20-9-8 10-3-8 31-1-0 10-3-8 41-7-0 10-6-0 7-4-9 7-4-9 14-6-10 7-2-1 20-9-8 6-2-14 27-0-6 6-2-14 34-2-7 7-2-1 41-7-0 7-4-9 42-7-0 1-0-0 0-8-010-2-810-4-70-8-010-2-88.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-13], [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-0-0,0-0-0], [11:0-0-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.73 0.79 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.41 -0.70 0.13 (loc) 13-15 13-15 11 l/defl >999 >718 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17,6-15,9-13: 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-8-7 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS.(lb/size)11=1962/0-3-8, 1=1907/Mechanical Max Horz 1=-234(LC 4) Max Uplift 11=-159(LC 7), 1=-124(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2853/346, 3-5=-2676/387, 5-6=-2146/360, 6-7=-2146/360, 7-9=-2672/384, 9-11=-2849/343 BOT CHORD 1-17=-215/2292, 15-17=-150/1877, 13-15=-39/1876, 11-13=-169/2289 WEBS 3-17=-295/234, 5-17=-84/716, 5-15=-157/635, 6-15=-410/206, 7-15=-157/636, 7-13=-82/712, 9-13=-292/233 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 11 and 124 lb uplift at joint 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T05 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225221 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:53 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-mjRXqwIluBJd?k8iB2RkSDepkeFwUfGjLLIUrEym05G Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 1226272829 30 3x6 5x6 5x6 3x6 6x16 3x6 3x6 3x4 2x4 3x6 3x8 3x4 2x4 6x10 3x6 3x6 8-7-9 8-7-9 17-0-10 8-5-1 24-6-6 7-5-12 32-11-7 8-5-1 41-7-0 8-7-9 8-7-9 8-7-9 17-0-10 8-5-1 24-6-6 7-5-12 32-11-7 8-5-1 41-7-0 8-7-9 42-7-0 1-0-0 0-8-011-10-812-0-70-8-011-10-88.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-2-1], [3:0-1-12,0-1-8], [5:0-3-0,0-2-0], [6:0-3-1,Edge], [8:0-1-12,0-1-8], [10:0-0-0,0-2-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.97 0.62 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.42 0.14 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,7-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-14: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-7-11 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS.(lb/size)1=1912/Mechanical, 10=1954/0-3-8 Max Horz 1=-273(LC 4) Max Uplift 1=-134(LC 6), 10=-170(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2866/319, 3-5=-2199/343, 5-6=-1696/341, 6-8=-2175/342, 8-10=-2842/316 BOT CHORD 1-17=-173/2294, 15-17=-173/2294, 14-15=-59/1715, 12-14=-136/2273, 10-12=-136/2273 WEBS 3-17=0/365, 3-15=-720/224, 5-15=-34/757, 6-14=-16/707, 8-14=-719/221, 8-12=0/366 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 1 and 170 lb uplift at joint 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T06 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225222 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:55 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-i6ZHFbJ?QoZKF2I4ITUCXekAaSqtyYD0ofnbw7ym05E Scale = 1:78.7 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 133132 3x6 6x10 5x6 3x6 3x6 2x4 2x4 6x8 3x6 2x4 5x12 3x6 3x4 2x4 4x8 2x4 4x6 5x12 3x4 6x8 3x6 8-6-0 8-6-0 16-9-8 8-3-8 24-9-8 8-0-0 25-8-0 0-10-8 29-1-8 3-5-8 35-3-0 6-1-8 41-7-0 6-4-0 8-6-0 8-6-0 16-9-8 8-3-8 24-9-8 8-0-0 25-8-0 0-10-8 29-1-8 3-5-8 35-3-0 6-1-8 41-7-0 6-4-0 42-7-0 1-0-0 0-8-011-10-50-8-03-0-011-10-58.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [5:0-6-0,0-1-8], [6:0-3-0,0-2-3], [7:0-2-12,0-1-8], [9:0-1-12,0-1-8], [11:0-0-0,0-1-13], [13:0-1-12,0-2-0], [15:0-6-0,0-2-12], [17:0-2-8,0-2-4], [20:0-1-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.95 0.97 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.53 0.30 (loc) 20-22 20-22 11 l/defl >999 >943 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-20,5-20,6-19,5-17: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-9-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 1-22,11-13. WEBS 1 Row at midpt 3-20, 5-20, 7-17 REACTIONS.(lb/size)11=1645/0-3-8, 1=1743/Mechanical Max Horz 1=-271(LC 4) Max Uplift 11=-168(LC 7), 1=-133(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2591/318, 3-5=-1894/341, 5-6=-1916/335, 6-7=-2379/365, 7-9=-3151/384, 9-11=-2376/308 BOT CHORD 1-22=-171/2067, 20-22=-171/2067, 16-17=-95/2551, 15-16=-95/2551, 11-13=-151/1899 WEBS 7-15=-45/917, 3-22=0/384, 3-20=-751/220, 17-19=0/331, 6-17=-68/964, 7-17=-1017/188, 13-15=-169/2124, 9-15=-61/669, 9-13=-873/157, 17-20=-77/1555, 5-17=-27/707 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 11 and 133 lb uplift at joint 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T07 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225223 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:56 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-AI7fSxKdB6hBsCtHsA?R4sGOPsCnhyaA1JX8SZym05D Scale = 1:98.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x8 5x8 5x6 3x6 4x8 2x4 4x6 2x4 2x4 2x4 5x12 2x4 2x4 3x4 2x4 2x4 2x4 6x8 3x6 2x4 6x8 3x6 3x6 3x4 4x6 5x12 3x4 3x4 3x6 2x4 4x10 4x6 5x12 1-0-0 1-0-0 3-5-1 2-5-1 5-5-1 2-0-0 10-1-5 4-8-3 16-9-8 6-8-3 16-10-15 0-1-7 18-10-14 1-11-15 24-9-8 5-10-10 25-8-0 0-10-8 29-1-8 3-5-8 35-3-0 6-1-8 41-7-0 6-4-0 -1-0-0 1-0-0 1-0-0 1-0-0 3-5-1 2-5-1 5-5-1 2-0-0 10-1-5 4-8-3 16-9-8 6-8-3 18-10-14 2-1-6 24-9-8 5-10-10 25-8-0 0-10-8 29-1-8 3-5-8 35-3-0 6-1-8 41-7-0 6-4-0 0-8-011-10-50-8-03-0-011-10-58.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-2-0], [4:0-2-8,0-2-0], [5:0-1-12,0-1-8], [7:0-6-4,0-2-4], [9:0-3-12,0-2-0], [10:0-2-12,0-1-8], [12:0-1-12,0-1-8], [15:0-2-0,0-2-0], [17:0-6-0,0-2-12], [19:0-2-4,0-2-4], [25:0-5-12,0-2-12], [26:0-2-8,0-1-8], [27:0-2-8,0-1-8], [29:0-6-12,0-3-0], [33:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.75 0.87 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.60 0.48 (loc) 26-27 26-27 14 l/defl >999 >830 n/a L/d 240 180 n/a PLATES MT20 Weight: 227 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-29: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-22,9-21,7-25: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-1-1, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, except 2-0-0 oc purlins (4-0-7 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 4-27, 10-19, 5-26 REACTIONS.(lb/size)2=1592/0-3-8, 14=1537/0-3-8 Max Horz 2=271(LC 5) Max Uplift 2=-169(LC 6), 14=-134(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-948/125, 3-4=-4776/622, 4-5=-2579/357, 5-7=-1933/360, 7-8=-1556/354, 8-9=-1806/345, 9-10=-2255/380, 10-12=-3013/407, 12-14=-2293/312 BOT CHORD 2-33=-191/1477, 28-29=-556/4039, 27-28=-557/4038, 26-27=-166/2094, 25-26=-88/1511, 18-19=-144/2436, 17-18=-144/2437, 14-15=-185/1833 WEBS 4-29=-128/1356, 8-25=-682/171, 10-17=-58/894, 4-27=-1976/397, 5-27=0/523, 10-19=-1010/203, 15-17=-207/2050, 12-17=-67/620, 12-15=-832/172, 19-21=0/296, 9-19=-105/966, 7-26=-75/620, 5-26=-767/211, 19-25=-87/1614, 8-19=-12/493, 7-25=-222/370, 3-33=-907/137, 29-33=-234/1780, 3-29=-344/2405 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 169 lb uplift at joint 2 and 134 lb uplift at joint 14. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T08 Truss Type COMMON Qty 4 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225224 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:57 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-eUh1gHLGyQp2UMSTQuWgc3pdmGZ1QbrJGzGh_0ym05C Scale = 1:37.1 1 2 3 4 5 6 7 817 18 4x8 3x4 4x8 3x4 2x4 4x6 7-11-4 7-11-4 15-10-8 7-11-4 -1-0-0 1-0-0 7-11-4 7-11-4 15-10-8 7-11-4 16-10-8 1-0-0 0-8-05-11-80-8-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [6:Edge,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.45 0.80 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.25 0.04 (loc) 8-11 8-11 2 l/defl >999 >772 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 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 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=750/0-3-8, 6=750/0-3-8 Max Horz 2=125(LC 5) Max Uplift 2=-91(LC 6), 6=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-836/109, 4-6=-836/109 BOT CHORD 2-8=0/616, 6-8=0/616 WEBS 4-8=0/421 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 2 and 91 lb uplift at joint 6. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T09 Truss Type COMMON Qty 2 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225225 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:58 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-6hFQtdMujjxv6V1fzb1v9HMoNfvz923SUd0FXSym05B Scale = 1:36.7 1 2 3 4 5 615 164x8 3x4 4x8 3x4 2x4 4x6 7-11-4 7-11-4 15-10-8 7-11-4 7-11-4 7-11-4 15-10-8 7-11-4 0-8-05-11-80-8-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-1], [5:Edge,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.46 0.82 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.26 0.04 (loc) 6-13 6-13 1 l/defl >999 >745 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 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=696/0-3-8, 5=696/0-3-8 Max Horz 1=-123(LC 4) Max Uplift 1=-55(LC 6), 5=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-843/114, 3-5=-843/114 BOT CHORD 1-6=-7/622, 5-6=-7/622 WEBS 3-6=0/426 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 1 and 55 lb uplift at joint 5. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T10 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225226 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:22:58 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-6hFQtdMujjxv6V1fzb1v9HMkgf?x93ISUd0FXSym05B Scale = 1:29.8 1 2 3 4 5 6 9 8 7 4x6 4x6 4x8 4x8 3x4 8-0-0 8-0-0 16-0-0 8-0-0 -1-0-0 1-0-0 4-9-10 4-9-10 11-2-6 6-4-13 16-0-0 4-9-10 17-0-0 1-0-0 0-10-04-8-34-10-00-10-04-8-310.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [3:0-3-0,0-1-6], [4:0-3-0,0-1-6], [5:0-1-7,0-1-12], [7:0-0-0,0-1-12], [9:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.76 0.44 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.01 (loc) 7-8 8-9 7 l/defl >999 >982 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=643/0-3-8, 7=643/0-3-8 Max Horz 9=-113(LC 4) Max Uplift 9=-81(LC 6), 7=-81(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-647/127, 3-4=-481/106, 4-5=-647/127, 2-9=-563/165, 5-7=-563/165 BOT CHORD 8-9=-93/426, 7-8=-43/426 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 81 lb uplift at joint 9 and 81 lb uplift at joint 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T11 Truss Type PIGGYBACK BASE Qty 4 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225227 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:00 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-33NAIJN8ELCdLpA2503NEiR19TYadl9lyxVMbLym059 Scale = 1:94.9 1 2 3 4 5 6 7 8 9 10 11 12 13 29 28 27 26 2524 23 22 21 20 19 18 17 16 15 14 3x8 5x8 6x8 3x6 4x8 2x4 4x6 2x4 2x4 2x4 5x8 2x4 2x4 2x4 2x4 2x4 3x6 4x6 3x4 3x6 3x12 3x4 2x4 6x8 3x6 4x10 4x6 5x12 1-0-0 1-0-0 3-2-0 2-2-0 4-6-0 1-4-0 9-11-12 5-5-12 16-9-8 6-9-12 17-10-0 1-0-8 19-2-0 1-4-0 24-9-8 5-7-8 33-1-0 8-3-8 41-7-0 8-6-0 -1-0-0 1-0-0 1-0-0 1-0-0 3-2-0 2-2-0 4-6-0 1-4-0 9-11-12 5-5-12 16-9-8 6-9-12 17-10-0 1-0-8 19-2-0 1-4-0 24-9-8 5-7-8 33-1-0 8-3-8 41-7-0 8-6-0 0-8-011-10-50-8-01-4-011-10-58.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-12], [4:0-2-4,0-1-8], [5:0-1-12,0-1-8], [7:0-6-4,0-2-4], [9:0-4-8,0-1-12], [11:0-1-12,0-1-8], [16:0-4-12,0-1-8], [20:0-2-0,0-2-12], [22:0-2-8,0-1-8], [23:0-2-8,0-2-0], [25:0-4-4,0-1-8], [29:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.89 0.94 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.63 0.44 (loc) 22-23 22-23 13 l/defl >999 >792 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 *Except* 20-25: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-28: 2x4 SPF 2100F 1.8E, 8-17,9-20,9-16,11-16,7-20: 2x4 SPF No.2 4-23: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-1-1, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-15 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 1 Row at midpt 8-17, 4-23, 5-22, 11-16 REACTIONS.(lb/size)2=1593/0-3-8, 13=1538/Mechanical Max Horz 2=271(LC 5) Max Uplift 2=-168(LC 6), 13=-133(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1048/139, 3-4=-5113/668, 4-5=-2589/353, 5-7=-1943/357, 7-8=-1558/351, 8-9=-1559/352, 9-11=-1758/341, 11-13=-2265/318 BOT CHORD 2-29=-191/1476, 24-25=-649/4600, 23-24=-651/4603, 22-23=-168/2106, 21-22=-85/1520, 20-21=-85/1520, 14-16=-168/1799, 13-14=-168/1799 WEBS 4-25=-163/1586, 4-23=-2525/489, 5-23=0/507, 5-22=-766/211, 7-22=-74/632, 16-20=-16/1370, 9-20=-182/531, 9-16=-55/306, 11-16=-566/220, 11-14=0/331, 7-20=-211/340, 3-29=-1026/139, 25-29=-230/1694, 3-25=-399/2663 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 168 lb uplift at joint 2 and 133 lb uplift at joint 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T12 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225228 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:01 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-XGwYVfOm?eKUzzlEfjbcnvzCutupMCPvBbEv7nym058 Scale = 1:90.5 1 2 3 4 5 6 7 8 9 10 11 12 13 29 28 27 26 2524 23 22 21 20 19 18 17 16 15 14 3x8 5x8 6x8 3x6 4x8 2x4 4x6 2x4 2x4 2x4 5x8 2x4 2x4 2x4 2x4 2x4 3x6 4x6 3x4 3x6 3x12 3x4 2x4 6x8 3x6 4x10 4x6 5x12 1-0-0 1-0-0 3-2-0 2-2-0 4-6-0 1-4-0 9-11-12 5-5-12 16-9-8 6-9-12 17-7-3 0-9-11 19-2-0 1-6-13 24-9-8 5-7-8 33-1-0 8-3-8 41-7-0 8-6-0 -1-0-0 1-0-0 1-0-0 1-0-0 3-2-0 2-2-0 4-6-0 1-4-0 9-11-12 5-5-12 16-9-8 6-9-12 17-7-3 0-9-11 19-2-0 1-6-13 24-9-8 5-7-8 33-1-0 8-3-8 41-7-0 8-6-0 0-8-011-10-50-8-01-4-011-10-58.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-12], [4:0-2-4,0-1-8], [5:0-1-12,0-1-8], [7:0-6-4,0-2-4], [9:0-4-8,0-1-12], [11:0-1-12,0-1-8], [16:0-4-12,0-1-8], [20:0-2-0,0-2-12], [22:0-2-8,0-1-8], [23:0-2-8,0-2-0], [25:0-4-4,0-1-8], [29:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.89 0.94 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.63 0.44 (loc) 22-23 22-23 13 l/defl >999 >792 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 *Except* 20-25: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-28: 2x4 SPF 2100F 1.8E, 8-17,9-20,9-16,11-16,7-20: 2x4 SPF No.2 4-23: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-1-1, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-15 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 1 Row at midpt 8-17, 4-23, 5-22, 11-16 REACTIONS.(lb/size)2=1593/0-3-8, 13=1538/Mechanical Max Horz 2=271(LC 5) Max Uplift 2=-168(LC 6), 13=-133(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1048/139, 3-4=-5113/668, 4-5=-2589/353, 5-7=-1943/357, 7-8=-1558/351, 8-9=-1559/352, 9-11=-1758/341, 11-13=-2265/318 BOT CHORD 2-29=-191/1476, 24-25=-649/4600, 23-24=-651/4603, 22-23=-168/2106, 21-22=-85/1520, 20-21=-85/1520, 14-16=-168/1799, 13-14=-168/1799 WEBS 4-25=-163/1586, 4-23=-2525/489, 5-23=0/507, 5-22=-766/211, 16-20=-16/1369, 9-20=-182/531, 9-16=-55/306, 11-16=-566/220, 11-14=0/331, 7-22=-74/632, 7-20=-211/340, 3-29=-1026/139, 25-29=-230/1694, 3-25=-399/2663 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 168 lb uplift at joint 2 and 133 lb uplift at joint 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225229 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:02 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-?SUwj?POmySLa7KQCR6rJ7WNxHDR5ks2PF_SgDym057 Scale = 1:82.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15323334 35 5x6 5x6 6x8 3x6 5x8 3x6 2x4 3x4 5x8 2x4 2x4 3x6 4x8 4x8 3x4 2x4 6x8 3x6 3x6 4x6 5x8 2-0-0 2-0-0 4-10-3 2-10-3 10-9-14 5-11-10 17-5-13 6-8-0 24-9-8 7-3-11 33-1-0 8-3-8 41-7-0 8-6-0 -1-0-0 1-0-0 2-0-0 2-0-0 4-10-3 2-10-3 10-9-14 5-11-10 16-9-8 5-11-10 17-5-13 0-8-5 24-9-8 7-3-11 33-1-0 8-3-8 41-7-0 8-6-0 0-8-011-10-50-8-011-10-58.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [5:0-1-12,0-1-8], [6:0-0-0,0-1-12], [6:0-3-0,Edge], [7:0-1-8,0-0-0], [8:0-3-8,0-1-12], [10:0-4-8,0-1-12], [12:0-1-12,0-1-8], [14:0-3-13,Edge], [17:0-2-12,0-2-0], [19:0-2-4,0-3-0], [21:0-5-4,0-2-12], [23:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.87 0.98 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.55 0.19 (loc) 19-20 19-20 14 l/defl >999 >914 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 *Except* 11-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-18,10-19,10-17,12-17,8-20,8-19: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-10-7 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21. WEBS 1 Row at midpt 9-18, 10-19, 12-17 REACTIONS.(lb/size)2=1749/0-3-8, 14=1801/Mechanical Max Horz 2=271(LC 5) Max Uplift 2=-170(LC 6), 14=-134(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2339/264, 4-5=-3088/376, 5-7=-2584/341, 7-8=-2602/494, 8-9=-1658/351, 9-10=-1658/353, 10-12=-2004/343, 12-14=-2691/321 BOT CHORD 2-23=-215/1823, 20-21=-283/2584, 19-20=-86/1625, 15-17=-172/2152, 14-15=-172/2152 WEBS 5-21=0/287, 9-19=-401/264, 5-20=-558/170, 7-20=-359/241, 17-19=-20/1485, 10-19=-182/338, 10-17=-34/512, 12-17=-751/225, 12-15=0/377, 8-20=-246/945, 8-19=-292/713, 4-23=-552/93, 21-23=-215/1823, 4-21=-83/795 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 2 and 134 lb uplift at joint 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225230 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:03 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-Te2JwKQ0XGaCCHvdm8d4sK3XfgcJqELBevj0Cfym056 Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 5x6 3x6 3x6 6x8 3x6 3x6 2x4 3x4 3x6 2x4 6x8 3x6 3x6 10-6-0 10-6-0 20-9-8 10-3-8 31-1-0 10-3-8 41-7-0 10-6-0 -1-0-0 1-0-0 8-6-0 8-6-0 16-9-8 8-3-8 24-9-8 8-0-0 33-1-0 8-3-8 41-7-0 8-6-0 0-8-011-10-50-8-011-10-58.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [6:0-3-12,0-2-0], [7:0-3-12,0-2-0], [8:0-0-0,0-0-0], [11:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.94 0.81 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.53 0.12 (loc) 12-19 14-16 11 l/defl >999 >944 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,9-12: 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-10-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 6-14, 7-14, 7-12 REACTIONS.(lb/size)11=1538/Mechanical, 2=1593/0-3-8 Max Horz 2=271(LC 5) Max Uplift 11=-133(LC 7), 2=-168(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2243/328, 4-6=-2123/433, 6-7=-1376/330, 7-9=-2126/435, 9-11=-2246/330 BOT CHORD 2-16=-188/1782, 14-16=-87/1339, 12-14=-24/1340, 11-12=-177/1785 WEBS 4-16=-403/285, 6-16=-172/665, 6-14=-67/266, 7-14=-67/265, 7-12=-175/669, 9-12=-405/286 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 133 lb uplift at joint 11 and 168 lb uplift at joint 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225231 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:04 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-xrch8gQfIZi3qQUpKs8JPYbiJ4ygZhcLtZTZk6ym055 Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 5x6 3x6 3x6 8x10 4x6 3x6 2x4 3x4 3x4 2x4 6x8 3x6 3x6 10-6-0 10-6-0 20-9-8 10-3-8 31-1-0 10-3-8 41-3-8 10-2-8 -1-0-0 1-0-0 8-6-0 8-6-0 16-9-8 8-3-8 24-9-8 8-0-0 33-1-0 8-3-8 41-3-8 8-2-8 0-8-011-10-50-10-511-10-58.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [7:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.95 0.80 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.57 0.15 (loc) 12-14 12-14 11 l/defl >999 >864 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-16,9-12: 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-10-11 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 6-14, 7-14, 7-12 REACTIONS.(lb/size)11=1527/Mechanical, 2=1582/0-5-8 Max Horz 2=271(LC 5) Max Uplift 11=-131(LC 7), 2=-168(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2224/326, 4-6=-2104/431, 6-7=-1358/327, 7-9=-2056/427, 9-11=-2178/323 BOT CHORD 2-16=-191/1766, 14-16=-89/1324, 12-14=-27/1316, 11-12=-174/1719 WEBS 4-16=-404/284, 6-16=-172/664, 6-14=-68/257, 7-14=-65/275, 7-12=-170/608, 9-12=-375/283 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 131 lb uplift at joint 11 and 168 lb uplift at joint 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T16 Truss Type PIGGYBACK BASE Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225232 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:05 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-P1A3L0RH3tqwRa3?uZfYxl8u2UKoI0tU5DC7HYym054 Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 6x6 6x8 3x6 5x8 2x4 4x6 5x8 2x4 2x4 3x6 4x8 2x4 4x8 3x4 3x6 10x10 4x10 4x6 5x12 1-0-0 1-0-0 2-4-0 1-4-0 9-6-12 7-2-12 17-8-0 8-1-4 24-9-8 7-1-8 32-11-4 8-1-12 41-3-8 8-4-4 -1-0-0 1-0-0 1-0-0 1-0-0 2-4-0 1-4-0 9-6-12 7-2-12 16-9-8 7-2-12 17-8-0 0-10-8 24-9-8 7-1-8 32-11-4 8-1-12 41-3-8 8-4-4 0-8-011-10-50-10-51-0-011-10-58.00 12 Plate Offsets (X,Y)-- [4:0-2-4,0-1-12], [7:0-3-12,0-2-0], [9:0-4-8,0-1-12], [11:0-1-12,0-1-8], [13:0-1-12,0-0-0], [13:Edge,0-8-2], [14:0-2-8,0-1-8], [16:0-2-12,0-2-0], [18:0-2-4 ,0-2-12], [19:0-3-0,0-2-0], [20:0-8-4,0-3-4], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.88 0.68 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.60 0.37 (loc) 19 18-19 13 l/defl >999 >820 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* 1-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-21: 2x4 SPF 2100F 1.8E 8-17,9-18,9-16,7-19,7-18,3-20: 2x4 SPF No.2 4-19,12-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF No.2 1-1-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-13 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. WEBS 1 Row at midpt 8-17, 11-16 2 Rows at 1/3 pts 4-19 REACTIONS.(lb/size)2=1575/0-5-8, 13=1520/Mechanical Max Horz 2=281(LC 5) Max Uplift 2=-169(LC 6), 13=-131(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1992/225, 3-4=-4919/668, 4-5=-2499/337, 5-7=-2575/527, 7-8=-1465/349, 8-9=-1467/350, 9-11=-1717/339, 11-12=-2167/300, 12-13=-1440/233 BOT CHORD 2-22=-188/1326, 21-22=-38/274, 19-20=-721/4553, 18-19=-103/1433, 14-16=-147/1712, 13-14=-85/398 WEBS 4-20=-162/1455, 8-18=-378/242, 4-19=-2534/556, 5-19=-494/303, 16-18=-7/1297, 9-18=-184/393, 9-16=-39/408, 11-16=-508/209, 11-14=0/271, 7-19=-282/1063, 7-18=-264/594, 12-14=-67/1317, 3-22=-1026/161, 20-22=-220/1454, 3-20=-495/2777 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 169 lb uplift at joint 2 and 131 lb uplift at joint 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T17 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225233 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:06 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-tDkRYMSvqBym3keCRGAnUzh15ueM1S8eKtygp_ym053 Scale = 1:89.0 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 5x12 5x6 5x6 3x8 5x8 2x4 4x6 8x10 2x4 3x6 4x6 4x8 3x4 3x6 2x4 10x10 4x10 4x6 5x12 1-0-0 1-0-0 2-4-0 1-4-0 10-2-0 7-10-0 17-8-0 7-6-0 18-3-8 0-7-8 23-3-8 5-0-0 32-2-4 8-10-12 41-3-8 9-1-4 -1-0-0 1-0-0 1-0-0 1-0-0 2-4-0 1-4-0 10-2-0 7-10-0 17-8-0 7-6-0 18-3-8 0-7-8 23-3-8 5-0-0 32-2-4 8-10-12 41-3-8 9-1-4 0-8-012-8-612-10-50-10-51-0-012-8-68.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-12], [4:0-2-4,0-2-0], [6:0-2-4,0-3-4], [6:0-0-0,0-1-12], [7:0-3-1,Edge], [8:0-3-0,0-2-0], [10:0-1-12,0-1-8], [11:Edge,0-8-2], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [15:0-2-8,0-2-0], [18:0-3-12,0-2-8], [19:0-2-8,0-2-0], [20:0-7-0,0-3-4], [22:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.99 0.72 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.54 0.35 (loc) 19 19-20 12 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-6,9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-19,11-12: 2x4 SPF-S Stud, 8-15,10-15,7-16,8-18: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-1-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-11 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. WEBS 1 Row at midpt 5-18, 10-15 2 Rows at 1/3 pts 4-19 REACTIONS.(lb/size)2=1580/0-5-8, 12=1524/Mechanical Max Horz 2=303(LC 5) Max Uplift 2=-172(LC 6), 12=-135(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2013/218, 3-4=-4954/677, 4-5=-2463/325, 5-7=-1788/343, 7-8=-1358/338, 8-10=-1661/335, 10-11=-2168/293, 11-12=-1439/231 BOT CHORD 2-22=-171/1331, 19-20=-713/4272, 18-19=-175/1995, 13-15=-134/1706, 12-13=-94/446 WEBS 4-20=-136/1399, 4-19=-2289/540, 5-19=0/522, 5-18=-787/229, 8-15=-69/375, 10-15=-576/228, 10-13=0/320, 16-18=0/267, 7-18=-53/592, 15-18=0/1198, 8-18=-168/376, 11-13=-47/1263, 3-22=-1086/146, 20-22=-211/1658, 3-20=-523/2816 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 172 lb uplift at joint 2 and 135 lb uplift at joint 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225234 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:07 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-MQIpmiTXbU4dhuDO?_h00ADKpIxqmv4nZWhDLRym052 Scale = 1:59.9 1 2 3 4 5 6 7 8 12 11 10 9 4x6 4x6 3x4 5x6 4x8 3x4 3x8 3x4 3x4 6x8 5x6 2-6-11 2-6-11 13-2-10 10-7-15 21-7-8 8-4-14 21-11-8 0-4-0 -1-0-0 1-0-0 2-6-11 2-6-11 7-10-10 5-4-0 13-2-10 5-4-0 17-4-9 4-1-15 21-7-8 4-2-15 21-11-8 0-4-0 0-7-142-2-710-8-140-3-82-2-77.88 12 12.00 12 Plate Offsets (X,Y)-- [2:0-3-11,Edge], [4:0-3-0,0-1-12], [6:0-3-8,0-2-4], [7:0-1-8,0-2-4], [8:0-0-9,0-1-8], [9:0-3-0,0-2-12], [10:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.48 0.90 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.99 0.06 (loc) 10-12 10-12 9 l/defl >735 >261 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 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* 8-9: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. WEBS 1 Row at midpt 8-9, 7-9 REACTIONS.(lb/size)9=793/0-3-8, 2=850/0-3-8 Max Horz 2=311(LC 5) Max Uplift 9=-149(LC 6), 2=-111(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1242/105, 4-5=-976/96, 5-6=-2160/317, 6-7=-2941/439 BOT CHORD 2-12=-153/1004, 10-12=-332/2072, 9-10=-46/459 WEBS 4-12=0/602, 5-12=-1163/391, 5-10=0/314, 6-10=-2256/364, 7-10=-353/2890, 7-9=-785/218 NOTES-(6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 9 and 111 lb uplift at joint 2. 5) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T19 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225235 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:08 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-qcrCz2T9MoCUI2naZhDFZOmWXhPYVahxoARnttym051 Scale = 1:29.6 1 2 3 4 5 6 7 8 9 5x6 5x6 4x8 3x4 4x8 3x4 3x4 7-11-4 7-11-4 15-10-8 7-11-4 -1-0-0 1-0-0 4-6-10 4-6-10 11-3-14 6-9-4 15-10-8 4-6-10 16-10-8 1-0-0 0-8-03-6-83-8-70-8-03-6-88.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [4:0-3-0,0-1-14], [5:0-3-0,0-1-14], [7:Edge,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.42 0.42 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.02 (loc) 9-12 9-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 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 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 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.(lb/size)2=641/0-3-8, 7=641/0-3-8 Max Horz 2=71(LC 5) Max Uplift 2=-78(LC 6), 7=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-645/147, 4-5=-663/103, 5-7=-645/147 BOT CHORD 2-9=-99/585, 7-9=-50/585 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 2 and 78 lb uplift at joint 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T20 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225236 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:08 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-qcrCz2T9MoCUI2naZhDFZOmXxhKsVaLxoARnttym051 Scale = 1:33.0 1 2 3 4 5 6 7 8 91819 20 21 5x6 5x6 3x8 3x4 3x8 3x4 3x4 7-11-4 7-11-4 15-10-8 7-11-4 -1-0-0 1-0-0 7-0-10 7-0-10 8-9-14 1-9-4 15-10-8 7-0-10 16-10-8 1-0-0 0-8-05-2-85-4-70-8-05-2-88.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [4:0-3-0,0-1-14], [5:0-3-0,0-1-14], [7:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.33 0.72 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.03 (loc) 9-12 9-12 2 l/defl >999 >946 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 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 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 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.(lb/size)2=722/0-3-8, 7=722/0-3-8 Max Horz 2=110(LC 5) Max Uplift 2=-88(LC 6), 7=-88(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-714/115, 4-5=-631/138, 5-7=-719/114 BOT CHORD 2-9=-2/598, 7-9=0/602 WEBS 4-9=-49/273, 5-9=-47/279 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 88 lb uplift at joint 2 and 88 lb uplift at joint 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T21 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225237 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:09 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-IoPaBOUn76KLwCMm7PkU6bJZK5fXEpX40qAKQJym050 Scale = 1:82.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x6 5x6 3x6 5x8 2x4 4x6 5x8 2x4 2x4 3x6 4x8 2x4 4x8 3x4 3x6 10x10 4x10 4x6 5x12 1-0-0 1-0-0 2-4-0 1-4-0 9-0-12 6-8-12 17-8-0 8-7-4 25-9-8 8-1-8 33-5-4 7-7-12 41-3-8 7-10-4 -1-0-0 1-0-0 1-0-0 1-0-0 2-4-0 1-4-0 9-0-12 6-8-12 15-9-8 6-8-12 17-8-0 1-10-8 25-9-8 8-1-8 33-5-4 7-7-12 41-3-8 7-10-4 0-8-011-0-611-2-50-10-51-0-011-0-68.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-12], [4:0-2-4,0-1-12], [7:0-3-0,0-2-0], [9:0-3-0,0-2-0], [11:0-1-12,0-1-8], [13:0-1-4,0-0-0], [13:Edge,0-7-7], [14:0-2-8,0-1-8], [16:0-2-12,0-2-0], [18:0-2-4,0-2-12], [19:0-3-0,0-2-0], [20:0-8-4,0-3-4], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.93 0.82 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.70 0.38 (loc) 18-19 18-19 13 l/defl >999 >708 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 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-21: 2x4 SPF 2100F 1.8E, 8-17,9-18,9-16,7-19: 2x4 SPF No.2 4-19: 2x4 SPF-S Stud SLIDER Left 2x4 SPF No.2 1-1-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-5 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. WEBS 1 Row at midpt 8-17, 4-19, 11-16 REACTIONS.(lb/size)2=1577/0-5-8, 13=1522/Mechanical Max Horz 2=264(LC 5) Max Uplift 2=-165(LC 6), 13=-127(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2019/233, 3-4=-4859/657, 4-5=-2546/342, 5-7=-2597/513, 7-8=-1604/362, 8-9=-1603/363, 9-11=-1786/343, 11-12=-2176/305, 12-13=-1444/234 BOT CHORD 2-22=-205/1357, 21-22=-44/330, 19-20=-685/4601, 18-19=-141/1506, 14-16=-157/1723, 13-14=-75/380 WEBS 4-20=-175/1415, 8-18=-469/234, 4-19=-2545/530, 5-19=-426/274, 16-18=-29/1350, 9-18=-192/458, 9-16=-25/414, 11-16=-438/197, 7-19=-248/1000, 7-18=-225/635, 12-14=-84/1347, 3-22=-987/166, 20-22=-231/1419, 3-20=-453/2699 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 165 lb uplift at joint 2 and 127 lb uplift at joint 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T22 Truss Type Common Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225238 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:10 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-m?zyOkVPuPSCYLxzg6FjeprsEV9?zUIDFUwtylym05? Scale = 1:38.0 1 2 3 4 7 6 5 3x12 4x6 3x12 2x4 5-0-7 5-0-7 10-0-14 5-0-7 5-0-7 5-0-7 10-0-14 5-0-7 11-0-14 1-0-0 0-8-81-0-06-0-70-3-81-0-012.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [3:0-1-4,0-1-4], [5:0-3-8,Edge], [5:0-0-0,0-1-4], [7:0-0-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.16 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 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 No.2 WEBS 2x3 SPF No.2 *Except* 1-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=426/0-3-8, 7=360/0-1-8 Max Horz 7=-158(LC 4) Max Uplift 5=-64(LC 7), 7=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/78, 2-3=-343/80, 1-7=-307/95, 3-5=-374/141 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 7 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) 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 5 and 31 lb uplift at joint 7. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T23 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225239 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:11 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-EBXKc4W2fja39VW9EqmyB0OwBvImikANU8fRUCym05_ Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 5x6 3x6 4x8 2x4 3x8 5x12 2x4 2x4 3x6 4x8 3x4 3x4 5x8 5x6 2x4 6x8 3x6 4x10 4x6 6x16 0-10-0 0-10-0 2-4-0 1-6-0 8-3-8 5-11-8 17-8-0 9-4-8 25-5-12 7-9-12 33-3-8 7-9-12 41-7-0 8-3-8 -1-0-0 1-0-0 0-10-0 0-10-0 2-4-0 1-6-0 8-3-8 5-11-8 12-11-12 4-8-4 17-8-0 4-8-4 25-5-12 7-9-12 33-3-8 7-9-12 41-7-0 8-3-8 42-7-0 1-0-0 0-8-06-0-66-2-50-8-01-0-06-0-68.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-1-12], [4:0-3-12,0-1-8], [5:0-3-0,0-2-0], [10:0-3-0,0-2-0], [12:0-3-13,Edge], [16:0-3-4,0-2-0], [18:0-5-8,0-3-0], [20:0-9-12,0-3-12], [22:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.84 0.96 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.92 0.40 (loc) 18-19 18-19 12 l/defl >999 >541 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 4-21: 2x4 SP 2400F 2.0E, 20-22: 2x4 SPF 2100F 1.8E 3-20: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 0-10-11, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except 2-0-0 oc purlins (2-6-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-10-5 oc bracing: 19-20 2-2-0 oc bracing: 12-14. WEBS 1 Row at midpt 4-19, 6-19 REACTIONS.(lb/size)2=1591/0-5-8, 12=1592/0-3-8 Max Horz 2=-129(LC 4) Max Uplift 2=-180(LC 5), 12=-180(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1030/156, 3-4=-4889/800, 4-5=-2667/391, 5-6=-2181/357, 6-7=-3322/580, 7-9=-3318/582, 9-10=-2707/475, 10-12=-2264/342 BOT CHORD 2-22=-270/1426, 21-22=-47/266, 19-20=-856/4497, 18-19=-540/2874, 14-16=-185/1793, 12-14=-184/1796 WEBS 4-20=-230/1395, 7-18=-341/172, 4-19=-2330/495, 5-19=-105/1120, 6-19=-1045/343, 6-18=-148/679, 16-18=-437/2683, 9-18=-178/721, 9-16=-871/350, 10-16=-327/1225, 10-14=0/295, 3-22=-1120/208, 20-22=-350/1827, 3-20=-463/2392 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 180 lb uplift at joint 2 and 180 lb uplift at joint 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T24 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225240 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:12 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-iN5ipPXgP1iwnf5LoXHBjEx6lJejRAEWjoP_?eym04z Scale = 1:77.5 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 4x8 2x4 2x4 5x8 2x4 2x4 3x6 3x4 3x4 4x8 5x6 3x4 2x4 8x8 3x4 3x8 4x8 4x6 6x10 1-0-0 1-0-0 2-4-0 1-4-0 10-9-8 8-5-8 17-8-0 6-10-8 24-2-12 6-6-12 30-9-8 6-6-12 41-7-0 10-9-8 -1-0-0 1-0-0 1-0-0 1-0-0 2-4-0 1-4-0 6-5-8 4-1-8 10-9-8 4-4-0 17-8-0 6-10-8 24-2-12 6-6-12 30-9-8 6-6-12 36-1-0 5-3-8 41-7-0 5-6-0 42-7-0 1-0-0 0-8-07-8-67-10-50-8-01-0-07-8-68.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-8], [5:0-3-12,0-1-8], [6:0-3-0,0-2-0], [10:0-3-0,0-2-0], [17:0-3-12,0-1-12], [19:0-2-4,0-3-0], [21:0-3-12,Edge], [23:0-2-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.79 0.98 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.67 0.33 (loc) 15-30 20-21 13 l/defl >999 >749 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-1-1, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc purlins, except 2-0-0 oc purlins (3-1-1 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21,19-20. REACTIONS.(lb/size)2=1589/0-5-8, 13=1592/0-3-8 Max Horz 2=-168(LC 4) Max Uplift 2=-141(LC 6), 13=-140(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1024/136, 3-4=-4232/548, 4-5=-4281/607, 5-6=-2382/376, 6-7=-2465/449, 7-9=-2466/450, 9-10=-2128/411, 10-11=-2074/348, 11-13=-2266/369 BOT CHORD 2-23=-256/1438, 20-21=-379/2310, 19-20=-284/1932, 15-17=-113/1670, 13-15=-203/1819 WEBS 7-19=-406/205, 6-20=-0/549, 6-19=-261/812, 17-19=-273/2126, 9-19=-143/504, 9-17=-736/295, 10-17=-236/773, 10-15=0/381, 5-21=-278/1661, 5-20=-480/182, 3-23=-1219/214, 21-23=-335/1865, 3-21=-306/1892 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 141 lb uplift at joint 2 and 140 lb uplift at joint 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T25 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225241 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:13 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-AZf51lXIAKqnPpgYMFoQGRTLKi_QAiegxS8YY4ym04y Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 3x6 5x6 3x6 4x8 2x4 2x4 5x8 2x4 2x4 3x12 4x6 4x6 8x8 3x4 5x8 2x4 6x8 3x4 3x4 4x10 4x6 6x10 1-0-0 1-0-0 2-4-0 1-4-0 10-0-0 7-8-0 17-8-0 7-8-0 28-3-8 10-7-8 34-10-0 6-6-8 41-7-0 6-9-0 -1-0-0 1-0-0 1-0-0 1-0-0 7-9-12 6-9-12 13-3-8 5-5-12 22-11-12 9-8-4 28-3-8 5-3-12 34-10-0 6-6-8 41-7-0 6-9-0 42-7-0 1-0-0 0-8-09-4-69-6-50-8-01-0-09-4-68.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0], [5:0-2-8,0-2-0], [7:0-3-0,0-2-0], [10:0-3-12,0-1-0], [17:0-4-0,0-2-12], [18:0-4-8,0-1-8], [20:0-2-12,0-2-8], [22:0-3-12,Edge], [24:0-2-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.54 0.95 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -1.26 0.30 (loc) 17-19 17-19 14 l/defl >999 >396 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-6,11-15: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 10-16,17-20,9-17: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-1-1, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except 2-0-0 oc purlins (4-1-0 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 21-22. WEBS 1 Row at midpt 8-19, 9-17 REACTIONS.(lb/size)2=1589/0-5-8, 14=1592/0-3-8 Max Horz 2=-206(LC 4) Max Uplift 2=-155(LC 6), 14=-154(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/131, 3-4=-4261/552, 4-5=-4323/631, 5-7=-2437/413, 7-8=-1943/385, 8-9=-1942/385, 9-10=-1555/329, 10-12=-2263/488, 12-14=-2267/332 BOT CHORD 2-24=-229/1437, 21-22=-284/2185, 20-21=-210/1704, 16-17=-47/1555, 14-16=-167/1809 WEBS 8-20=-298/147, 5-22=-306/1802, 5-21=-493/225, 7-21=-92/678, 7-20=-184/600, 10-17=-78/631, 10-16=-252/451, 12-16=-309/254, 17-20=-183/1815, 9-20=-70/269, 9-17=-637/262, 3-24=-1170/182, 22-24=-300/1866, 3-22=-276/1942 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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 155 lb uplift at joint 2 and 154 lb uplift at joint 14. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T26 Truss Type Common Qty 2 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225242 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:14 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-emDTE5Ywxeye0zFkvyJfpf0VH6SsvIlpA6u54Xym04x Scale: 1/4"=1' 1 2 3 4 6 5 4x6 4x8 5x8 2x4 7-1-8 7-1-8 14-0-0 6-10-8 -0-7-8 0-7-8 7-1-8 7-1-8 14-0-0 6-10-8 0-7-87-9-00-10-812.00 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge], [2:0-0-6,0-3-6], [2:0-0-4,0-0-10], [4:0-1-4,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.59 0.43 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.20 0.01 (loc) 2-6 2-6 5 l/defl >999 >808 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 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: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=552/0-3-8, 5=508/0-3-8 Max Horz 2=185(LC 5) Max Uplift 2=-65(LC 6), 5=-42(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-533/99, 3-4=-513/95, 4-5=-453/120 BOT CHORD 2-6=-20/273, 5-6=-20/273 WEBS 3-6=0/319 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 2 and 42 lb uplift at joint 5. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 20,2019 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 B19902319 Truss T27 Truss Type Common Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225243 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:14 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-emDTE5Ywxeye0zFkvyJfpf0SJ6TIvDrpA6u54Xym04x Scale = 1:38.0 1 2 3 4 5 8 7 6 5x12 4x6 3x4 3x6 3x4 4x6 5-0-7 5-0-7 10-0-14 5-0-7 5-0-7 5-0-7 7-6-11 2-6-4 10-0-14 2-6-4 11-0-14 1-0-0 0-8-81-0-06-0-70-3-81-0-012.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-12], [4:0-3-0,0-1-4], [6:Edge,0-2-4], [8:0-0-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.78 0.33 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=614/0-1-8, 6=2521/0-3-8 Max Horz 8=-159(LC 4) Max Uplift 8=-68(LC 7), 6=-361(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-634/120, 2-3=-835/177, 3-4=-573/304, 4-5=-70/557, 1-8=-523/128, 4-6=-1582/347 BOT CHORD 7-8=-34/373, 6-7=-54/679 WEBS 2-7=-57/417, 3-7=-496/150, 3-6=-1098/137 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end 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) 8 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) 8. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 8 and 361 lb uplift at joint 6. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 6-8=-20 Trapezoidal Loads (plf) Vert: 2=-114(F=-60)-to-4=-653(F=-599), 4=-653(F=-599)-to-5=-774(F=-720) August 20,2019 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 B19902319 Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225244 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:15 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-7ynrRRZYiy5Ve7qwTfruLsZjbWiueitzPmdeczym04w Scale = 1:29.8 1 2 3 4 5 6 7 9 81011121314 15 4x6 4x6 3x8 3x8 4x6 3x4 4x6 3-2-6 3-2-6 12-9-10 9-7-3 16-0-0 3-2-6 -1-0-0 1-0-0 3-2-6 3-2-6 8-0-0 4-9-10 12-9-10 4-9-10 16-0-0 3-2-6 17-0-0 1-0-0 0-10-03-4-33-6-00-10-03-4-310.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [3:0-3-0,0-1-4], [5:0-3-0,0-1-4], [6:0-0-0,0-0-1], [6:0-0-1,0-2-14], [6:Edge,0-0-1], [8:0-2-8,0-2-0], [9:0-2-8 ,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.37 0.82 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.02 (loc) 8-9 8-9 6 l/defl >999 >581 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 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 or 4-7-14 oc purlins, except 2-0-0 oc purlins (5-7-10 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1090/0-3-8, 6=1090/0-3-8 Max Horz 2=-72(LC 3) Max Uplift 2=-272(LC 5), 6=-272(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1544/370, 3-4=-1022/280, 4-5=-1022/281, 5-6=-1544/371 BOT CHORD 2-9=-290/1051, 8-9=-393/1284, 6-8=-243/1051 WEBS 3-9=-196/876, 4-9=-330/183, 4-8=-330/183, 5-8=-195/876 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 272 lb uplift at joint 2 and 272 lb uplift at joint 6. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 60 lb up at 1-3-2, 121 lb down and 46 lb up at 3-3-2, 121 lb down and 46 lb up at 5-3-2, 121 lb down and 46 lb up at 7-3-2, 121 lb down and 46 lb up at 8-8-14, 121 lb down and 46 lb up at 10-8-14, and 121 lb down and 46 lb up at 12-8-14, and 83 lb down and 60 lb up at 14-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-6=-20 Continued on page 2 August 20,2019 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 B19902319 Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225244 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:15 2019 Page 2 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-7ynrRRZYiy5Ve7qwTfruLsZjbWiueitzPmdeczym04w LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-121 8=-121 10=-83 11=-121 12=-121 13=-121 14=-121 15=-83 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19902319 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 FISCHER OBF-044 Job Reference (optional) I38225245 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:16 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-b8KDfnaATFDMGGP71NM7u45qHw7lN1K6dQNC8Pym04v Scale = 1:35.1 1 2 3 4 5 7 68 9 10 11 12 13 14 6x8 8x8 8x8 6x8 3x12 10x10 6-0-0 6-0-0 10-0-0 4-0-0 16-0-0 6-0-0 6-0-0 6-0-0 10-0-0 4-0-0 16-0-0 6-0-0 17-0-0 1-0-0 0-10-05-8-35-10-00-10-05-8-310.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-2-8], [2:0-5-12,0-2-8], [3:0-5-12,0-2-8], [4:0-2-8,0-2-8], [6:0-5-0,0-6-4], [7:0-6-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.63 0.46 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.14 0.02 (loc) 1-7 1-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-3: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x3 SPF No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins, except 2-0-0 oc purlins (5-4-11 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=8084/0-3-8, 4=5959/0-3-8 Max Horz 1=-130(LC 11) Max Uplift 1=-757(LC 5), 4=-848(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7440/774, 2-3=-5383/734, 3-4=-7432/924 BOT CHORD 1-7=-580/5500, 6-7=-575/5407, 4-6=-646/5476 WEBS 2-7=-306/4653, 3-6=-548/4629 NOTES-(11-14) 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: 2x10 - 2 rows staggered at 0-3-0 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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 757 lb uplift at joint 1 and 848 lb uplift at joint 4. 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) 1729 lb down and 141 lb up at 0-5-15, 1892 lb down and 146 lb up at 2-5-15, 1887 lb down and 152 lb up at 4-5-15, 1707 lb down and 139 lb up at 6-5-15, 1699 lb down and 155 lb up at 8-5-15, and 1512 lb down and 207 lb up at 10-5-15, and 2391 lb down and 532 lb up at 12-5-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 August 20,2019 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 B19902319 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 FISCHER OBF-044 Job Reference (optional) I38225245 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:16 2019 Page 2 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-b8KDfnaATFDMGGP71NM7u45qHw7lN1K6dQNC8Pym04v LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-5=-54, 1-4=-20 Concentrated Loads (lb) Vert: 8=-1729(F) 9=-1892(F) 10=-1887(F) 11=-1707(F) 12=-1699(F) 13=-1512(F) 14=-2391(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 B19902319 Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225246 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:17 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-3Lubs7aoEZLDtQ_Jb4tMQHewPKOZ6UOFs46lhrym04u Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 122122232425262728293031 32 3x4 5x8 6x18 MT18HS 7x16 MT18HS 3x8 5x10 MT18HS5x8 4x6 4x6 8x8 6x18 MT18HS 4x6 3x4 8x14 MT18HS 4x8 6x6 8x8 6x10 6-4-1 6-4-1 12-5-10 6-1-9 15-10-4 3-4-10 19-2-14 3-4-10 28-1-10 8-10-12 37-0-6 8-10-12 41-7-0 4-6-10 6-4-1 6-4-1 12-5-10 6-1-9 15-10-4 3-4-10 19-2-14 3-4-10 25-2-0 5-11-3 31-1-3 5-11-3 37-0-6 5-11-3 41-7-0 4-6-10 43-7-0 2-0-0 3-7-55-11-80-8-03-7-58.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-2-0], [2:0-2-4,0-1-12], [3:0-9-0,0-2-9], [5:0-9-0,0-2-9], [8:0-3-12,0-1-12], [9:0-5-8,0-2-8], [10:0-1-7,0-2-0], [12:0-2-8,0-2-4], [13:0-2-8,0-5-0], [14:0-0-0,0-2-12], [15:0-2-8,0-2-0], [16:0-2-0,0-2-0], [18:0-1-12,0-2-0], [19:0-1-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.92 0.81 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.72 -1.54 0.18 (loc) 13-15 13-15 10 l/defl >687 >323 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 219 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,7-9: 2x4 SPF 2100F 1.8E, 5-7: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-19,2-18,4-16: 2x4 SPF 2100F 1.8E 3-16,5-16,6-15,8-12: 2x4 SPF No.2 WEDGE Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-14 max.): 1-3, 5-9. BOT CHORD Rigid ceiling directly applied or 8-0-6 oc bracing. WEBS 1 Row at midpt 3-16, 5-16, 8-12 REACTIONS.(lb/size)20=2413/Mechanical, 10=2544/0-3-8 Max Horz 20=-184(LC 3) Max Uplift 20=-504(LC 5), 10=-702(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2285/481, 1-2=-4157/846, 2-3=-6166/1177, 3-4=-4930/1007, 4-5=-4919/996, 5-6=-7473/1538, 6-8=-7018/1685, 8-9=-2965/803, 9-10=-3839/973 BOT CHORD 18-19=-780/4157, 16-18=-1044/6136, 15-16=-1394/7485, 13-15=-1655/7407, 12-13=-1435/5894, 10-12=-727/3028 WEBS 1-19=-916/4654, 2-19=-1466/307, 2-18=-410/2262, 3-18=-900/255, 3-16=-2902/559, 4-16=-1049/5262, 5-16=-4776/1053, 5-15=-143/530, 6-15=-163/324, 6-13=-576/219, 8-13=-301/1664, 8-12=-3324/820, 9-12=-490/1993 NOTES-(13-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 0%, joint 5 = 4% 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 504 lb uplift at joint 20 and 702 lb uplift at joint 10. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 20,2019 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 B19902319 Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225246 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:17 2019 Page 2 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-3Lubs7aoEZLDtQ_Jb4tMQHewPKOZ6UOFs46lhrym04u NOTES-(13-16) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 57 lb up at 1-11-4, 89 lb down and 57 lb up at 3-11-4, 89 lb down and 57 lb up at 5-11-4, 386 lb down and 84 lb up at 7-10-4, 386 lb down and 84 lb up at 23-10-4, 89 lb down and 57 lb up at 24-11-10, 89 lb down and 57 lb up at 26-11-10, 89 lb down and 57 lb up at 28-11-10, 89 lb down and 57 lb up at 30-11-10, 89 lb down and 57 lb up at 32-11-10, 89 lb down and 57 lb up at 34-11-10, and 89 lb down and 57 lb up at 36-11-10, and 115 lb down and 67 lb up at 38-11-10 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-9=-54, 9-11=-54, 10-20=-20 Concentrated Loads (lb) Vert: 12=-89 21=-89 22=-89 23=-89 24=-386(B) 25=-386(B) 26=-89 27=-89 28=-89 29=-89 30=-89 31=-89 32=-115 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19902319 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 FISCHER OBF-044 Job Reference (optional) I38225247 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:18 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-XXSz4TbR?tT4VaYV8oObzVB9Pjo8rv2P5ksJDIym04t Scale = 1:60.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x8 5x10 MT18HS 3x4 5x6 4x6 5x10 MT18HS2x4 3x4 4x6 6x8 5x8 1-6-8 1-6-8 7-2-5 5-7-13 12-6-10 5-4-5 12-10-2 0-3-8 21-7-8 8-9-6 21-11-8 0-4-0 -1-0-0 1-0-0 1-6-8 1-6-8 7-2-5 5-7-13 12-6-10 5-4-5 16-11-13 4-5-3 21-7-8 4-7-11 21-11-8 0-4-0 0-7-141-6-910-8-140-5-81-6-97.88 12 12.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-6], [3:0-4-0,0-1-4], [5:0-2-4,0-2-8], [6:0-2-4,0-1-12], [8:0-2-8,0-3-8], [9:0-1-8,0-2-0], [11:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.65 0.53 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.94 0.03 (loc) 9-11 9-11 8 l/defl >590 >274 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.(lb/size)8=1270/0-3-8, 2=1558/0-3-8 Max Horz 2=313(LC 4) Max Uplift 8=-243(LC 5), 2=-274(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2959/558, 3-4=-6242/1218, 4-5=-6332/1095, 5-6=-7472/1297 BOT CHORD 2-12=-464/2302, 11-12=-459/2232, 9-11=-1019/6242, 8-9=-135/849 WEBS 3-12=-104/797, 4-11=-346/152, 6-9=-1215/7434, 6-8=-1323/327, 5-9=-5683/995, 3-11=-799/4096, 4-9=0/393 NOTES-(10-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 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, 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) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 8 and 274 lb uplift at joint 2. 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) 109 lb down and 29 lb up at 1-7-3, 109 lb down and 29 lb up at 3-7-3, 109 lb down and 29 lb up at 5-7-3, 109 lb down and 29 lb up at 7-7-3, 109 lb down and 29 lb up at 9-7-3, and 109 lb down and 29 lb up at 10-7-3, and 529 lb down and 81 lb up at 11-9-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 August 20,2019 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 B19902319 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 FISCHER OBF-044 Job Reference (optional) I38225247 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:18 2019 Page 2 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-XXSz4TbR?tT4VaYV8oObzVB9Pjo8rv2P5ksJDIym04t LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-8=-20 Concentrated Loads (lb) Vert: 12=-109 13=-109 14=-109 15=-109 16=-109 17=-109 18=-529(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 B19902319 Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225248 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:19 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-?j0MHpc3mAbw7k7hiVvqVijPC7AlaOIYKObslkym04s Scale = 1:29.6 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 4x6 4x6 4x6 4x6 3x4 3x8 2x4 3x4 2-0-10 2-0-10 7-11-4 5-10-10 13-9-14 5-10-10 15-10-8 2-0-10 -1-0-0 1-0-0 2-0-10 2-0-10 7-11-4 5-10-10 13-9-14 5-10-10 15-10-8 2-0-10 16-10-8 1-0-0 0-8-01-11-52-0-70-8-01-11-58.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-10], [3:0-3-0,0-1-12], [5:0-3-0,0-1-12], [6:Edge,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.33 0.38 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.03 (loc) 9 9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 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 6-0-0 oc purlins, except 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)2=637/0-3-8, 6=637/0-3-8 Max Horz 2=39(LC 4) Max Uplift 2=-172(LC 4), 6=-172(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/267, 3-4=-655/221, 4-5=-655/221, 5-6=-885/267 BOT CHORD 2-10=-226/676, 9-10=-467/1456, 8-9=-467/1456, 6-8=-193/676 WEBS 3-10=-77/381, 4-10=-839/288, 4-8=-839/289, 5-8=-78/381 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 172 lb uplift at joint 2 and 172 lb uplift at joint 6. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 9 lb up at 2-0-10, 45 lb down and 9 lb up at 4-1-7, 45 lb down and 9 lb up at 6-1-7, 45 lb down and 9 lb up at 7-11-4, and 45 lb down and 9 lb up at 9-9-2, and 45 lb down and 9 lb up at 11-9-2 on top chord, and 6 lb down and 40 lb up at 2-0-10, 2 lb down and 13 lb up at 4-1-7, 2 lb down and 13 lb up at 6-1-7, 2 lb down and 13 lb up at 7-11-4, 2 lb down and 13 lb up at 9-9-2, and 2 lb down and 13 lb up at 11-9-2, and 6 lb down and 40 lb up at 13-9-2 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-6=-20 Continued on page 2 August 20,2019 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 B19902319 Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225248 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:19 2019 Page 2 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-?j0MHpc3mAbw7k7hiVvqVijPC7AlaOIYKObslkym04s LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-6(B) 9=3(B) 8=-6(B) 15=3(B) 16=3(B) 17=3(B) 18=3(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 B19902319 Truss TG06 Truss Type Half Hip Girder Qty 2 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225249 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:20 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-TwakV8dhXUjnluiuGDQ32wGcQXaMJ1oiY2LPHAym04r Scale: 1"=1' 1 2 3 4 6 5 7 8 9 3x4 2x4 3x6 2x4 1-9-0 1-9-0 4-3-0 2-6-0 -1-0-0 1-0-0 1-9-0 1-9-0 4-3-0 2-6-0 0-8-01-10-01-6-80-3-81-10-08.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [3:0-2-0,0-2-3], [6:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.10 0.00 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: 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* 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 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)6=217/0-3-8, 5=140/0-1-8 Max Horz 6=56(LC 4) Max Uplift 6=-78(LC 5), 5=-45(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 78 lb uplift at joint 6 and 45 lb uplift at joint 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 2 lb up at 2-3-12 on top chord, and 16 lb down and 30 lb up at 1-9-0, and 1 lb down and 14 lb up at 2-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 8=-4(F) 9=3(F) August 20,2019 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 B19902319 Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-044 Job Reference (optional) I38225250 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:21 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-x686iUdJIoreM2H4qwxIb7pfcxmz2F3rni4zqdym04q Scale = 1:79.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 1533 34 35 36 37 38 39 40 41 42 43 44 45 46 5x6 3x6 4x8 2x4 4x6 6x16 2x4 2x4 3x8 3x6 4x6 3x6 3x6 5x12 3x6 4x6 5x6 6x10 3x4 4x10 4x6 5x12 0-10-0 0-10-0 2-4-0 1-6-0 5-9-8 3-5-8 11-8-12 5-11-4 17-8-0 5-11-4 25-6-13 7-10-13 33-5-11 7-10-13 41-7-0 8-1-5 -1-0-0 1-0-0 0-10-0 0-10-0 2-4-0 1-6-0 5-9-8 3-5-8 11-8-12 5-11-4 17-8-0 5-11-4 23-8-8 6-0-8 29-9-0 6-0-8 35-9-8 6-0-8 41-7-0 5-9-8 42-7-0 1-0-0 0-8-04-5-34-6-50-8-01-0-04-5-38.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-2-0], [4:0-2-8,0-2-0], [5:0-3-8,0-2-8], [6:0-2-8,0-1-8], [11:0-3-4,0-2-5], [13:0-0-0,0-2-5], [15:0-3-0,0-1-12], [17:0-4-6,0-1-8], [19:0-8-0,0-2-12], [20:0-2-8,0-2-0], [21:0-2-8,0-1-8], [22:0-6-12,0-3-0], [24:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MSH 0.72 0.72 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.60 -1.25 0.37 (loc) 17-18 17-18 13 l/defl >827 >398 n/a L/d 240 180 n/a PLATES MT20 Weight: 316 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-23: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 17-19: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 0-10-11, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except 2-0-0 oc purlins (3-6-14 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2863/0-5-8, 13=2855/0-3-8 Max Horz 2=-91(LC 11) Max Uplift 2=-844(LC 4), 13=-847(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2087/639, 3-4=-8900/2851, 4-5=-5529/1795, 5-6=-7779/2624, 6-7=-9277/3142, 7-9=-9236/3129, 9-10=-6895/2320, 10-11=-4525/1506, 11-13=-4159/1350 BOT CHORD 2-24=-841/2530, 21-22=-2496/7600, 20-21=-1530/4598, 19-20=-2626/7779, 15-17=-1924/5826, 13-15=-1052/3392 WEBS 4-22=-856/2672, 7-19=-307/167, 4-21=-3050/984, 5-21=-277/1000, 5-20=-1307/3641, 6-20=-1166/488, 6-19=-644/1727, 17-19=-2478/7350, 9-19=-693/1993, 9-17=-1372/534, 10-17=-521/1541, 10-15=-1982/765, 11-15=-777/2339, 3-24=-2129/716, 22-24=-1113/3337, 3-22=-1473/4520 NOTES-(10-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 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=4.2psf; 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 844 lb uplift at joint 2 and 847 lb uplift at joint 13. 8) 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 August 20,2019 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 B19902319 Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-044 Job Reference (optional) I38225250 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:21 2019 Page 2 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-x686iUdJIoreM2H4qwxIb7pfcxmz2F3rni4zqdym04q NOTES-(10-13) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 46 lb up at 1-10-4, 127 lb down and 47 lb up at 3-10-4, 127 lb down and 64 lb up at 5-10-4, 127 lb down and 64 lb up at 7-10-4, 127 lb down and 64 lb up at 9-10-4, 127 lb down and 64 lb up at 11-10-4, 127 lb down and 64 lb up at 13-10-4, 127 lb down and 64 lb up at 15-10-4, 127 lb down and 65 lb up at 17-9-4, 127 lb down and 65 lb up at 19-9-8, 127 lb down and 65 lb up at 21-8-12, 127 lb down and 65 lb up at 23-8-12, 127 lb down and 65 lb up at 25-8-12, 127 lb down and 65 lb up at 27-8-12, 127 lb down and 65 lb up at 29-8-12, 127 lb down and 65 lb up at 31-8-12, 127 lb down and 65 lb up at 33-8-12, 127 lb down and 65 lb up at 35-8-12, and 127 lb down and 49 lb up at 37-8-12, and 125 lb down and 46 lb up at 39-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-54, 5-11=-54, 11-14=-54, 23-25=-20, 19-22=-20, 18-29=-20 Concentrated Loads (lb) Vert: 19=-127 16=-127 21=-127 20=-127 17=-127 15=-127 33=-127 34=-127 35=-127 36=-127 37=-127 38=-127 39=-127 40=-127 41=-127 42=-127 43=-127 44=-127 45=-127 46=-125 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19902319 Truss TG08 Truss Type Common Girder Qty 1 Ply 2 FISCHER OBF-044 Job Reference (optional) I38225251 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:22 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-PIiUvqex35zV_BsGNeTX7LLv4LArnla_0MqWM3ym04p Scale: 1/4"=1' 1 2 3 5 46789 10 11 5x12 5x8 6x10 3x8 3x8 4-9-2 4-9-2 9-5-14 4-8-12 14-0-0 4-6-2 7-1-8 7-1-8 14-0-0 6-10-8 0-7-87-9-00-10-812.00 12 Plate Offsets (X,Y)-- [1:0-10-10,0-1-6], [2:0-3-12,0-2-8], [3:0-10-0,0-0-10], [4:0-4-0,0-1-0], [5:0-4-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-SH 0.41 0.48 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.15 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=6416/0-3-8, 3=5494/0-3-8 Max Horz 1=-167(LC 3) Max Uplift 1=-581(LC 6), 3=-514(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5921/587, 2-3=-5892/594 BOT CHORD 1-5=-369/4085, 4-5=-248/2684, 3-4=-337/3988 WEBS 2-5=-387/4371, 2-4=-381/4071 NOTES-(8-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 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=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 581 lb uplift at joint 1 and 514 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1524 lb down and 141 lb up at 0-5-15, 1781 lb down and 146 lb up at 2-5-15, 1518 lb down and 145 lb up at 4-5-15, 1518 lb down and 145 lb up at 6-5-15, 1518 lb down and 145 lb up at 8-5-15, and 1518 lb down and 145 lb up at 10-5-15, and 1518 lb down and 145 lb up at 12-5-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 1-3=-20 Continued on page 2 August 20,2019 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 B19902319 Truss TG08 Truss Type Common Girder Qty 1 Ply 2 FISCHER OBF-044 Job Reference (optional) I38225251 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:22 2019 Page 2 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-PIiUvqex35zV_BsGNeTX7LLv4LArnla_0MqWM3ym04p LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1518(B) 6=-1524(B) 7=-1781(B) 8=-1518(B) 9=-1518(B) 10=-1518(B) 11=-1518(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 B19902319 Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 1 FISCHER OBF-044 Job Reference (optional) I38225252 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Aug 20 08:23:23 2019 Page 1 Builders First Source, mooresville,in ID:d21o0Pv1QxUFsnms?n8TfMykji6-uVGs7AfZqP5McLRTxL_mgYu7mkcwWNX8E0Z4uVym04o Scale: 1"=1' 1 2 3 4 6 5 7 8 9 3x4 2x4 3x8 2x4 1-2-13 1-2-13 4-5-3 3-2-6 -1-0-0 1-0-0 1-2-13 1-2-13 4-5-3 3-2-6 0-10-01-9-11-10-51-5-90-3-81-9-110.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-4], [3:0-2-0,0-0-2], [6:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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* 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 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)6=219/0-3-8, 5=145/0-1-8 Max Horz 6=55(LC 4) Max Uplift 6=-66(LC 5), 5=-33(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; 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 66 lb uplift at joint 6 and 33 lb uplift at joint 5. 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) 43 lb down and 13 lb up at 2-5-15 on top chord, and 24 lb down and 23 lb up at 1-2-13, and 2 lb down and 2 lb up at 2-5-15 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 8=3(B) 9=2(B) August 20,2019 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