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HomeMy WebLinkAboutTruss 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). May 16,2019 Liu, Xuegang Pages or sheets covered by this seal: I37107612 thru I37107735 My license renewal date for the state of Indiana is July 31, 2020. B19900893 lot# 298 Jacksons Grant 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 B19900893 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107612 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-mwMLPdwmQ4b2C60qAqw?rI9q?kjRbxOxqb6uagzG_Ou Scale = 1:21.5 1 2 5 4 6 7 3 8 9 2x4 3x6 3x4 Special Special Special Special 3-8-13 3-8-13 -1-10-10 1-10-10 3-8-13 3-8-13 1-3-123-8-67.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.15 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=284/0-4-9, 3=57/Mechanical, 4=33/Mechanical Max Horz 5=117(LC 7) Max Uplift 5=-67(LC 7), 3=-26(LC 4), 4=-47(LC 7) Max Grav 5=284(LC 1), 3=57(LC 1), 4=72(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-251/47 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 20 lb up at 1-8-1, and 35 lb down and 79 lb up at 2-0-5 on top chord, and 16 lb down and 46 lb up at 1-8-1, and 15 lb down and 32 lb up at 2-0-5 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=26(B) 9=6(B) May 16,2019 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 B19900893 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107613 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-E6wjczxOBOjuqGb0kXSEOVi?l83oKOp53FsS66zG_Ot Scale = 1:21.7 1 2 3 5 4 6 7 2x4 3x6 2x4 3x4 Special Special Special Special 3-9-7 3-9-7 -1-10-10 1-10-10 3-9-7 3-9-7 1-3-123-8-137.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=280/0-4-9, 4=89/Mechanical Max Horz 5=106(LC 4) Max Uplift 5=-96(LC 7), 4=-76(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) 5, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 22 lb up at 1-9-4, and 35 lb down and 79 lb up at 2-0-5 on top chord, and 15 lb down and 44 lb up at 1-9-4, and 15 lb down and 32 lb up at 2-0-5 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=26(F) 7=6(F) May 16,2019 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 B19900893 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107614 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-iIT5qJy0yirlRQADHEzTwjE6HYM33pKEHvb?eYzG_Os Scale = 1:48.9 1 2 3 5 4 6 7 8 9 10 11 12 13 2x4 3x6 2x4 3x4 Special Special Special Special Special Special Special Special 7-2-0 7-2-0 7-2-8 0-0-7 -1-10-10 1-10-10 7-2-8 7-2-8 3-3-127-11-17.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.61 0.34 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.31 -0.26 -0.00 (loc) 4-5 4-5 4 l/defl >266 >322 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E 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)5=379/0-4-9, 4=256/Mechanical Max Horz 5=219(LC 4) Max Uplift 5=-456(LC 3), 4=-381(LC 4) Max Grav 5=443(LC 15), 4=321(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-313/237 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) except (jt=lb) 5=456, 4=381. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 119 lb up at 0-11-12, 85 lb down and 109 lb up at 2-4-4, and 81 lb down and 112 lb up at 4-1-4, and 86 lb down and 126 lb up at 4-11-7 on top chord, and 79 lb down and 140 lb up at 0-11-12, 70 lb down and 127 lb up at 2-4-4, and 32 lb down and 62 lb up at 4-1-4, and 45 lb down and 80 lb up at 4-11-7 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=40(F) 10=4(F) 11=3(B) 12=-2(F) 13=-4(B) May 16,2019 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 B19900893 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107615 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-AU1T1fyei?zc3alPryUiTwnLFykYoICOWZLZA?zG_Or Scale = 1:25.3 1 2 3 5 4 6 7 8 9 2x4 3x6 2x4 4x6 Special Special Special Special 4-11-1 4-11-1 -1-10-10 1-10-10 4-11-1 4-11-1 1-3-124-5-97.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.26 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 -0.00 (loc) 4-5 4-5 4 l/defl >999 >807 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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 4-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=332/0-4-9, 4=156/Mechanical Max Horz 5=126(LC 4) Max Uplift 5=-83(LC 7), 4=-73(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-288/72 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) 5, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 24 lb up at 1-11-0, and 51 lb down and 47 lb up at 2-9-1 on top chord, and 15 lb down and 43 lb up at 1-11-0, and 13 lb down and 27 lb up at 2-9-1 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=4(F) May 16,2019 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 B19900893 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107616 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-AU1T1fyei?zc3alPryUiTwnLFyjXoICOWZLZA?zG_Or Scale = 1:25.3 1 2 3 5 4 6 7 8 9 2x4 3x6 2x4 4x6 Special Special Special Special 4-10-11 4-10-11 4-11-2 0-0-7 -1-10-10 1-10-10 4-11-2 4-11-2 1-3-124-5-97.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.26 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 -0.00 (loc) 4-5 4-5 4 l/defl >999 >803 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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 4-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=333/0-4-9, 4=157/Mechanical Max Horz 5=126(LC 4) Max Uplift 5=-83(LC 7), 4=-73(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-288/73 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) 5, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 24 lb up at 1-11-2, and 51 lb down and 47 lb up at 2-9-2 on top chord, and 15 lb down and 42 lb up at 1-11-2, and 13 lb down and 27 lb up at 2-9-2 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=4(B) May 16,2019 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 B19900893 Truss GE01 Truss Type GABLE Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107617 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-ehbrF?zHTJ5ThkKbPf?x08KXFM6sXlJXlD46jRzG_Oq Scale = 1:19.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x4 3x4 6-1-11 6-1-11 -1-2-8 1-2-8 1-8-15 1-8-15 6-1-11 4-4-12 1-3-123-0-1012.00 12 Plate Offsets (X,Y)-- [4:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 6-1-11. (lb) - Max Horz 14=91(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 14, 9, 10, 11, 12 except 13=-118(LC 6) Max Grav All reactions 250 lb or less at joint(s) 14, 9, 10, 11, 12, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -1-2-8 to 4-9-11, Exterior(2) 4-9-11 to 5-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9, 10, 11, 12 except (jt=lb) 13=118. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss GE02 Truss Type GABLE Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107618 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-6t9ESK_vEdDKItvnzNWAYLsjJlSFGA2gztqfFtzG_Op Scale = 1:63.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 4x6 3x4 3x4 17-6-8 17-6-8 -1-2-8 1-2-8 8-9-4 8-9-4 17-6-8 8-9-4 18-9-0 1-2-8 1-3-1210-1-01-3-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.11 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 125 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 *Except* 9-25,8-26,10-24: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25, 8-26, 10-24 REACTIONS.All bearings 17-6-8. (lb) - Max Horz 33=208(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 29, 31, 23, 22, 21, 20 except 33=-222(LC 7), 18=-185(LC 8), 32=-177(LC 8), 19=-151(LC 7) Max Grav All reactions 250 lb or less at joint(s) 18, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 except 33=260(LC 8), 25=300(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-49/254, 8-9=-32/280, 9-10=-24/280, 10-11=-30/254 WEBS 9-25=-337/8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -1-2-8 to 1-9-8, Exterior(2) 1-9-8 to 8-9-4, Corner(3) 8-9-4 to 11-9-4, Exterior(2) 11-9-4 to 18-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 28, 29, 31, 23, 22, 21, 20 except (jt=lb) 33=222, 18=185, 32=177, 19=151. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss GE03 Truss Type GABLE Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107619 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-a3jcgg?X?wLBw1U_W41P5YPpR9mD?djqCXZDnKzG_Oo Scale = 1:54.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 43 3x4 3x4 3x4 3x4 3x4 3x4 4x6 23-0-0 23-0-0 -1-2-8 1-2-8 7-3-10 7-3-10 15-8-6 8-4-13 23-0-0 7-3-10 24-2-8 1-2-8 2-9-158-10-152-9-158-10-1510.00 12 Plate Offsets (X,Y)-- [8:0-2-0,0-1-13], [15:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.47 0.19 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 22 21-22 23 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 184 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 *Except* 15-29,14-30,13-31,12-32,11-33,10-34,9-35: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 8-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 15-29, 14-30, 13-31, 12-32, 11-33, 10-34, 9-35 REACTIONS.All bearings 23-0-0. (lb) - Max Horz 42=-188(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 33, 34, 38, 39, 40, 28, 27, 26, 25 except 42=-237(LC 7), 23=-404(LC 8), 41=-254(LC 8), 24=-385(LC 7) Max Grav All reactions 250 lb or less at joint(s) 29, 30, 31, 32, 33, 34, 35, 37, 38, 39, 40, 28, 27, 26, 25 except 42=292(LC 8), 23=446(LC 7), 41=308(LC 7), 24=434(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-24/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -1-2-8 to 1-9-8, Exterior(2) 1-9-8 to 7-3-10, Corner(3) 7-3-10 to 10-4-6, Exterior(2) 10-4-6 to 15-8-6, Corner(3) 15-8-6 to 18-8-6, Exterior(2) 18-8-6 to 24-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31, 33, 34, 38, 39, 40, 28, 27, 26, 25 except (jt=lb) 42=237, 23=404, 41=254, 24=385. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss GE04 Truss Type GABLE Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107620 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-2GH_t009mET2YB2A4oYedmy3pZ7Jk15zRBJmJmzG_On Scale = 1:45.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 4x6 12-0-0 12-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 12-0-0 6-0-0 13-2-8 1-2-8 1-3-127-3-121-3-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.07 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 70 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 6-0-0 oc bracing. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 20=158(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 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. WEBS 6-16=-256/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -1-2-8 to 2-0-0, Exterior(2) 2-0-0 to 6-0-0, Corner(3) 6-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss GE05 Truss Type GABLE Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107621 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-XSrM4M0nXYbv9LdMeV4tAzU8fzNbTU_7gr2KsCzG_Om Scale = 1:57.1 1 2 3 4 5 6 13 12 11 10 8 7 40 41 42 43 44 45 46 47 9 48 5x8 4x6 3x4 3x4 4x6 4x8 6x8 3x4 6x8 7-6-0 7-6-0 10-0-0 2-6-0 14-6-0 4-6-0 22-0-0 7-6-0 -1-2-8 1-2-8 7-6-0 7-6-0 14-6-0 7-0-0 22-0-0 7-6-0 23-2-8 1-2-8 1-3-128-9-121-3-128-9-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-4,0-1-12], [4:0-4-4,0-1-12], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.46 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.01 (loc) 7-8 7-8 7 l/defl >999 >684 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 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-8: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 4-8 REACTIONS.All bearings 10-3-8 except (jt=length) 7=0-3-8, 9=0-3-8. (lb) - Max Horz 13=185(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 13, 7 except 10=-191(LC 2) Max Grav All reactions 250 lb or less at joint(s) 10, 9 except 13=523(LC 1), 11=707(LC 1), 7=723(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-381/160, 3-4=-319/163, 4-5=-624/132, 2-13=-455/172, 5-7=-651/150 BOT CHORD 11-13=-163/318, 7-8=-123/259 WEBS 3-11=-483/0, 3-8=0/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-6-0, Exterior(2) 7-6-0 to 11-8-15, Interior(1) 11-8-15 to 14-6-0, Exterior(2) 14-6-0 to 18-8-15, Interior(1) 18-8-15 to 23-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7 except (jt=lb) 10=191. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss GE06 Truss Type GABLE Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107622 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-?ePkIi1PIrjmnVCZCDb6jB1OsNpTC_aGuVotOezG_Ol Scale = 1:50.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 41 3x4 3x4 3x4 4x6 22-0-0 22-0-0 -1-2-8 1-2-8 7-6-0 7-6-0 14-6-0 7-0-0 22-0-0 7-6-0 23-2-8 1-2-8 1-3-128-9-121-3-128-9-1212.00 12 Plate Offsets (X,Y)-- [8:0-1-8,Edge], [14:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 21 21 22 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 163 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 *Except* 14-28,13-29,12-30,11-31,10-32,9-33: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 8-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-28, 13-29, 12-30, 11-31, 10-32, 9-33 REACTIONS.All bearings 22-0-0. (lb) - Max Horz 40=-186(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 32, 36, 37, 38, 27, 26, 25, 24 except 40=-123(LC 7), 22=-147(LC 8), 39=-105(LC 8), 23=-126(LC 7) Max Grav All reactions 250 lb or less at joint(s) 40, 22, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 27, 26, 25, 24, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-25/252, 14-15=-23/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -1-2-8 to 1-9-8, Exterior(2) 1-9-8 to 7-6-0, Corner(3) 7-6-0 to 10-6-0, Exterior(2) 10-6-0 to 14-6-0, Corner(3) 14-6-0 to 17-6-0, Exterior(2) 17-6-0 to 23-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31, 32, 36, 37, 38, 27, 26, 25, 24 except (jt=lb) 40=123, 22=147, 39=105, 23=126. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss GE07 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107623 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-Try7V22139rdPfnllw6LFOaZgm9sxSrP79XQw5zG_Ok Scale = 1:21.6 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 4-5-13 4-5-13 3-8-1310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=65/4-5-13, 4=54/4-5-13, 5=196/4-5-13 Max Horz 1=91(LC 6) Max Uplift 1=-1(LC 7), 4=-20(LC 8), 5=-36(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) 0-4-13 to 3-4-13, Exterior(2) 3-4-13 to 4-4-1 zone; cantilever left and right exposed ; end 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 2-0-0 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) 1, 4, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss GE08 Truss Type GABLE Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107624 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-x1WVjO3gqT_U0oMxJddaoc6lOAWigukZMpH_SXzG_Oj Scale = 1:38.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 35 3x4 3x4 4x6 19-7-0 19-7-0 -1-2-8 1-2-8 5-7-2 5-7-2 13-11-14 8-4-13 19-7-0 5-7-2 20-9-8 1-2-8 1-1-55-9-41-1-55-9-410.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-1-13], [13:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.05 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 18 18 19 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 108 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, and 2-0-0 oc purlins (10-0-0 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-7-0. (lb) - Max Horz 34=-120(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 34, 19, 24, 25, 26, 27, 28, 32, 33, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 34, 19, 23, 24, 25, 26, 27, 28, 29, 30, 32, 33, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -1-2-8 to 1-11-14, Exterior(2) 1-11-14 to 5-7-2, Corner(3) 5-7-2 to 8-7-14, Exterior(2) 8-7-14 to 13-11-14, Corner(3) 13-11-14 to 16-11-14, Exterior(2) 16-11-14 to 20-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 19, 24, 25, 26, 27, 28, 32, 33, 22, 21, 20. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J01 Truss Type Jack-Closed Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107625 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-PD4twk3Ibm6Leyx8tL8pKpftUapGPLdiaT0X?zzG_Oi Scale = 1:23.0 1 2 3 4 8 7 6 5 9 3x4 3x6 2x4 2x4 5x6 5x8 3x4 2-3-8 2-3-8 6-9-0 4-5-8 -1-2-8 1-2-8 2-1-4 2-1-4 6-9-0 4-7-12 1-3-123-5-02-5-01-0-03-5-012.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [6:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.37 0.22 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=348/0-3-8, 5=250/Mechanical Max Horz 8=90(LC 6) Max Uplift 8=-23(LC 9), 5=-37(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-326/139, 2-3=-273/110 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-1-4, Exterior(2) 2-1-4 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J02 Truss Type Jack-Closed Girder Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107626 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-PD4twk3Ibm6Leyx8tL8pKpftwaoVPKYiaT0X?zzG_Oi Scale = 1:25.6 1 2 3 4 7 6 58 2x4 3x6 4x8 2x4 3x4 3x4 Special Special Special Special 2-5-4 2-5-4 6-9-0 4-3-12 -1-2-8 1-2-8 2-5-4 2-5-4 6-9-0 4-3-12 1-3-123-9-012.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.26 0.16 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: 33 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=424/0-3-8, 5=417/Mechanical Max Horz 7=111(LC 4) Max Uplift 7=-119(LC 7), 5=-174(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-424/135, 2-3=-309/128 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=119, 5=174. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 39 lb up at 2-5-4 on top chord, and 92 lb down and 117 lb up at 2-5-4, and 76 lb down and 55 lb up at 4-6-0, and 85 lb down and 49 lb up at 6-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 5=-85(F) 6=-83(F) 8=-76(F) May 16,2019 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 B19900893 Truss J03 Truss Type Jack-Closed Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107627 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-tQeF834wM4EBG6WKR2f2t1C1u_9f8n3sp7m4XQzG_Oh Scale = 1:35.6 1 2 3 4 7 6 5 8 2x4 3x6 2x4 3x4 3x4 4x8 4-1-4 4-1-4 6-9-0 2-7-12 -1-2-8 1-2-8 4-1-4 4-1-4 6-9-0 2-7-12 1-3-125-5-012.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.39 0.14 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=348/0-3-8, 5=250/Mechanical Max Horz 7=157(LC 6) Max Uplift 7=-18(LC 9), 5=-61(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-314/106 BOT CHORD 6-7=-283/89 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 4-1-4, Exterior(2) 4-1-4 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J04 Truss Type Jack-Closed Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107628 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-LcCdLP5Y7OM2tG5W_mAHQEkGnOWgtF4?2nVe3szG_Og Scale = 1:28.9 1 2 3 4 5 10 9 8 7 6 11 12 3x4 3x6 2x4 3x4 2x4 3x6 4x8 3x4 4x8 2-3-8 2-3-8 3-5-1 1-1-9 6-9-0 3-3-15 -1-2-8 1-2-8 2-3-8 2-3-8 3-5-1 1-1-9 6-9-0 3-3-15 1-3-124-8-133-8-131-0-04-8-1312.00 12 Plate Offsets (X,Y)-- [4:0-6-8,0-2-0], [8:0-5-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-9: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=348/0-3-8, 6=250/Mechanical Max Horz 10=127(LC 6) Max Uplift 10=-19(LC 9), 6=-51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-326/129, 2-3=-289/112 WEBS 8-10=-262/80 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-5-1, Exterior(2) 3-5-1 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J05 Truss Type Jack-Closed Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107629 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-LcCdLP5Y7OM2tG5W_mAHQEkDmOWTtEJ?2nVe3szG_Og Scale = 1:41.3 1 2 3 4 5 10 9 8 7 6 11 12 3x4 3x6 2x4 3x4 2x4 3x6 4x8 3x4 4x8 2-3-8 2-3-8 5-1-1 2-9-9 6-9-0 1-7-15 -1-2-8 1-2-8 2-3-8 2-3-8 5-1-1 2-9-9 6-9-0 1-7-15 1-3-126-4-135-4-131-0-06-4-1312.00 12 Plate Offsets (X,Y)-- [4:0-6-8,0-2-0], [8:0-5-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.38 0.10 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-9: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=348/0-3-8, 6=250/Mechanical Max Horz 10=173(LC 6) Max Uplift 10=-13(LC 9), 6=-74(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-325/120, 2-3=-302/77 BOT CHORD 7-8=-286/183 WEBS 8-10=-352/111 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 5-1-1, Exterior(2) 5-1-1 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J06 Truss Type Jack-Closed Qty 3 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107630 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-pom?Zl6AuhUvVQgiYTiWySHKXnqUchT9HQFBcIzG_Of Scale = 1:47.0 1 2 3 4 8 7 6 5 9 3x4 3x6 2x4 3x4 2x4 3x6 4x8 2-3-8 2-3-8 6-9-0 4-5-8 -1-2-8 1-2-8 2-3-8 2-3-8 6-9-0 4-5-8 1-3-128-0-127-0-121-0-012.00 12 Plate Offsets (X,Y)-- [6:0-5-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.64 0.25 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 -0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. REACTIONS.(lb/size)8=348/0-3-8, 5=250/Mechanical Max Horz 8=213(LC 6) Max Uplift 8=-5(LC 9), 5=-98(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-325/118, 2-3=-326/72 BOT CHORD 5-6=-342/216 WEBS 6-8=-432/137, 3-5=-237/307 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J07 Truss Type Jack-Closed Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107631 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-pom?Zl6AuhUvVQgiYTiWySHJDnpGceG9HQFBcIzG_Of Scale = 1:44.9 1 2 3 4 7 6 5 8 9 2x4 3x6 2x4 3x4 4x6 4x8 5-8-0 5-8-0 6-9-0 1-1-0 -1-2-8 1-2-8 5-8-0 5-8-0 6-9-0 1-1-0 1-3-126-11-1212.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.66 0.26 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 -0.00 (loc) 6-7 6-7 5 l/defl >999 >823 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. REACTIONS.(lb/size)7=348/0-3-8, 5=250/Mechanical Max Horz 7=201(LC 6) Max Uplift 7=-11(LC 9), 5=-84(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-301/111 BOT CHORD 6-7=-358/115 WEBS 2-6=-73/276, 3-6=0/288, 3-5=-315/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 5-8-0, Exterior(2) 5-8-0 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J08 Truss Type Jack-Closed Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107632 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-I?KOm57of?cm7aEv6BDlVfpZMBBRL8tIV4_l8kzG_Oe Scale = 1:35.0 1 2 3 4 7 6 5 8 2x4 3x6 2x4 3x4 3x4 4x8 4-0-0 4-0-0 6-9-0 2-9-0 -1-2-8 1-2-8 4-0-0 4-0-0 6-9-0 2-9-0 1-3-125-3-1212.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.38 0.14 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=348/0-3-8, 5=250/Mechanical Max Horz 7=154(LC 6) Max Uplift 7=-19(LC 9), 5=-59(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-315/106 BOT CHORD 6-7=-277/88 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 4-0-0, Exterior(2) 4-0-0 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J09 Truss Type Jack-Closed Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107633 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-I?KOm57of?cm7aEv6BDlVfpVkBAmL6fIV4_l8kzG_Oe Scale = 1:43.4 1 2 3 4 7 6 5 8 9 2x4 3x6 2x4 3x4 4x6 4x8 5-5-1 5-5-1 6-9-0 1-3-15 -1-2-8 1-2-8 5-5-1 5-5-1 6-9-0 1-3-15 1-3-126-8-1312.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.61 0.24 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 -0.00 (loc) 6-7 6-7 5 l/defl >999 >993 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. REACTIONS.(lb/size)7=348/0-3-8, 5=250/Mechanical Max Horz 7=194(LC 6) Max Uplift 7=-13(LC 9), 5=-80(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-303/109 BOT CHORD 6-7=-347/111 WEBS 2-6=-65/259, 3-5=-267/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 5-5-1, Exterior(2) 5-5-1 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J10 Truss Type Jack-Closed Qty 4 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107634 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-mBtmzR7QPJkdkjp5guk_1tMcjbSk4bERkkkIgBzG_Od Scale = 1:47.0 1 2 3 5 4 6 7 2x4 3x6 2x4 4x6 6-9-0 6-9-0 -1-2-8 1-2-8 6-9-0 6-9-0 1-3-128-0-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.85 0.45 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 -0.00 (loc) 4-5 4-5 4 l/defl >743 >297 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 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 9-0-4 oc bracing. REACTIONS.(lb/size)5=348/0-3-8, 4=250/Mechanical Max Horz 5=225(LC 8) Max Uplift 5=-7(LC 9), 4=-99(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-284/123, 2-3=-271/104 BOT CHORD 4-5=-400/129 WEBS 2-4=-108/331 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J11 Truss Type Jack-Closed Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107635 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-ENR8Bn83AcsUMtOHDcFDa4vnX?ozp3hbzOTrCdzG_Oc Scale = 1:45.8 1 2 4 3 5 6 2x4 3x6 2x4 4x6 6-9-0 6-9-0 6-9-0 6-9-0 1-3-128-0-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.85 0.45 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 -0.00 (loc) 3-4 3-4 3 l/defl >743 >297 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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 9-4-14 oc bracing. REACTIONS.(lb/size)4=258/0-3-8, 3=258/Mechanical Max Horz 4=209(LC 6) Max Uplift 3=-98(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/110 BOT CHORD 3-4=-368/120 WEBS 1-3=-100/298 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J12 Truss Type Jack-Closed Qty 5 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107636 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-ENR8Bn83AcsUMtOHDcFDa4vyE?uep3UbzOTrCdzG_Oc Scale = 1:21.9 1 2 3 5 4 6 2x4 3x6 2x4 3x4 3-2-0 3-2-0 -1-2-8 1-2-8 3-2-0 3-2-0 1-1-53-9-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.09 0.07 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: 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 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=215/0-3-8, 4=96/Mechanical Max Horz 5=104(LC 6) Max Uplift 5=-24(LC 9), 4=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107637 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-iZ?WO79hxw_L_1zUnJmS7IR7NPEvYX8kC2DPl3zG_Ob Scale = 1:15.4 1 2 5 4 3 2x4 3x6 3x4 1-7-7 1-7-7 -1-2-8 1-2-8 1-7-7 1-7-7 1-1-52-5-81-11-112-5-810.00 12 Plate Offsets (X,Y)-- [4:0-0-1,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=177/0-5-8, 3=6/Mechanical, 4=15/Mechanical Max Horz 5=84(LC 9) Max Uplift 5=-2(LC 9), 3=-6(LC 6), 4=-37(LC 9) Max Grav 5=177(LC 1), 3=13(LC 5), 4=29(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107638 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-iZ?WO79hxw_L_1zUnJmS7IR6hPD1YXmkC2DPl3zG_Ob Scale = 1:16.5 1 2 5 3 42x4 3x4 1-4-3 1-4-3 -1-2-8 1-2-8 1-4-3 1-4-3 1-3-122-7-150-6-72-1-82-7-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=175/0-3-8, 3=-1/Mechanical, 4=3/Mechanical Max Horz 5=95(LC 9) Max Uplift 3=-22(LC 6), 4=-27(LC 9) Max Grav 5=175(LC 1), 3=17(LC 7), 4=20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107639 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-AmZucTAJiE6CbBYgL0HhfV_JJoaQH_SuQiyyHWzG_Oa Scale = 1:11.8 1 2 5 4 3 2x4 3x6 3x4 0-10-0 0-10-0 -1-1-11 1-1-11 0-10-0 0-10-0 1-0-101-9-01-3-31-9-010.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.01 0.04 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 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 0-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=178/0-3-8, 3=-53/Mechanical, 4=7/Mechanical Max Horz 5=35(LC 9) Max Uplift 5=-29(LC 9), 3=-53(LC 1), 4=-48(LC 9) Max Grav 5=178(LC 1), 3=48(LC 9), 4=20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107640 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-AmZucTAJiE6CbBYgL0HhfV_KVoa8H_0uQiyyHWzG_Oa Scale = 1:11.7 1 4 2 33x8 0-3-8 0-3-8 1-1-8 0-10-0 1-1-8 1-1-8 0-9-121-9-01-3-31-9-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=39/0-3-8, 2=28/Mechanical, 3=11/Mechanical Max Horz 4=29(LC 9) Max Uplift 2=-18(LC 9), 3=-4(LC 9) Max Grav 4=39(LC 1), 2=28(LC 1), 3=19(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J17 Truss Type Jack-Closed Girder Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107641 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-ey7HppAxTXE3DL7svkpwCjXS6CtS0PA1fMiWpyzG_OZ Scale = 1:24.3 1 2 3 4 7 6 589 2x4 3x6 4x8 2x4 3x4 3x4 Special Special Special 2-5-4 2-5-4 6-1-11 3-8-7 -1-2-8 1-2-8 2-5-4 2-5-4 6-1-11 3-8-7 1-3-123-9-012.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.21 0.13 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: 31 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=408/0-3-8, 5=359/Mechanical Max Horz 7=111(LC 4) Max Uplift 7=-110(LC 7), 5=-155(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-405/128, 2-3=-290/121 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=110, 5=155. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 92 lb up at 2-5-4, and 76 lb down and 55 lb up at 3-2-12, and 78 lb down and 53 lb up at 5-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-63(B) 8=-76(B) 9=-78(B) May 16,2019 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 B19900893 Truss J18 Truss Type Jack-Closed Qty 2 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107642 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-ey7HppAxTXE3DL7svkpwCjXPsCud0PF1fMiWpyzG_OZ Scale = 1:35.7 1 2 3 4 7 6 5 8 2x4 3x6 2x4 3x4 3x4 4x8 4-1-4 4-1-4 6-1-11 2-0-7 -1-2-8 1-2-8 4-1-4 4-1-4 6-1-11 2-0-7 1-3-125-5-012.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.39 0.14 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=325/0-3-8, 5=224/Mechanical Max Horz 7=157(LC 6) Max Uplift 7=-18(LC 9), 5=-63(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-290/105 BOT CHORD 6-7=-287/89 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 4-1-4, Exterior(2) 4-1-4 to 5-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J19 Truss Type Jack-Closed Qty 2 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107643 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-68hf18BZErMwrVi3SRK9kw3WjcBAlsMAu0R3LOzG_OY Scale = 1:42.1 1 2 3 4 6 5 7 8 2x4 3x6 4x6 2x4 6x8 3-0-13 3-0-13 6-1-11 3-0-13 -1-2-8 1-2-8 5-2-9 5-2-9 6-1-11 0-11-1 1-3-126-6-512.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.58 0.37 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 -0.00 (loc) 5-6 5-6 5 l/defl >999 >400 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. REACTIONS.(lb/size)6=325/0-3-8, 5=224/Mechanical Max Horz 6=188(LC 6) Max Uplift 6=-12(LC 9), 5=-81(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-266/118 BOT CHORD 5-6=-342/107 WEBS 2-5=-79/262 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 5-2-9, Exterior(2) 5-2-9 to 5-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J20 Truss Type Jack-Closed Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107644 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-68hf18BZErMwrVi3SRK9kw3cCcFGltJAu0R3LOzG_OY Scale: 1/2"=1' 1 2 3 4 7 6 5 8 2x4 3x6 4x8 2x4 3x4 3x4 2-5-4 2-5-4 6-1-11 3-8-7 -1-2-8 1-2-8 2-5-4 2-5-4 6-1-11 3-8-7 1-3-123-9-012.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.23 0.11 0.08 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: 31 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=325/0-3-8, 5=224/Mechanical Max Horz 7=111(LC 6) Max Uplift 7=-24(LC 9), 5=-41(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-308/105 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-5-4, Exterior(2) 2-5-4 to 5-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss J21 Truss Type Jack-Closed Qty 9 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107645 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-bLF1EUCB?9UnTeHF09rOH8cfC0XPUKrK6gBcuqzG_OX Scale = 1:46.3 1 2 3 5 4 6 2x4 3x6 2x4 4x6 6-1-11 6-1-11 -1-2-8 1-2-8 6-1-11 6-1-11 1-3-127-5-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.72 0.37 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 -0.00 (loc) 4-5 4-5 4 l/defl >999 >400 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 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 9-4-8 oc bracing. REACTIONS.(lb/size)5=325/0-3-8, 4=224/Mechanical Max Horz 5=208(LC 8) Max Uplift 5=-9(LC 9), 4=-93(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-266/119, 2-3=-251/93 BOT CHORD 4-5=-376/119 WEBS 2-4=-101/313 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 5-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J22 Truss Type Jack-Closed Qty 2 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107646 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-3XpPRqDpmSce4osRasMdqL9vPQuYDl6TLKwAQHzG_OW Scale = 1:40.8 1 2 3 6 5 4 7 8 9 10 2x4 3x6 3x6 4x6 4x6 4x6 5-11-8 5-11-8 6-1-11 0-2-3 -1-2-8 1-2-8 6-1-11 6-1-11 1-3-127-5-62-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.44 0.31 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.04 (loc) 5-6 5-6 8 l/defl >999 >554 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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* 3-7: 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)6=326/0-3-8, 8=192/Mechanical Max Horz 6=191(LC 9) Max Uplift 8=-75(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-273/4 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 5-6-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J23 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107647 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-3XpPRqDpmSce4osRasMdqL9z6Qy1DnMTLKwAQHzG_OW Scale = 1:15.7 1 2 5 4 3 2x4 3x6 3x4 1-8-5 1-8-5 -1-2-8 1-2-8 1-8-5 1-8-5 1-1-52-6-42-0-72-6-410.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.03 0.04 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=179/0-3-8, 3=10/Mechanical, 4=15/Mechanical Max Horz 5=85(LC 9) Max Uplift 5=-1(LC 9), 3=-7(LC 6), 4=-35(LC 9) Max Grav 5=179(LC 1), 3=12(LC 5), 4=31(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J24 Truss Type Jack-Open Qty 3 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107648 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-XjMnfAESXmkUiyQd8atsMZh6jpHlyEFda_gjyjzG_OV Scale = 1:20.6 1 2 5 6 3 4 3x4 3x4 2-2-0 2-2-0 -1-2-8 1-2-8 2-2-0 2-2-0 1-3-123-5-122-11-43-5-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=188/0-3-8, 3=36/Mechanical, 4=14/Mechanical Max Horz 5=112(LC 9) Max Uplift 3=-37(LC 9), 4=-15(LC 9) Max Grav 5=188(LC 1), 3=36(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J25 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107649 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-XjMnfAESXmkUiyQd8atsMZh7ApHRyEFda_gjyjzG_OV Scale = 1:16.5 1 2 5 3 42x4 3x4 1-4-3 1-4-3 -1-2-8 1-2-8 1-4-3 1-4-3 1-3-122-7-152-1-82-7-1512.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=175/0-3-8, 3=-1/Mechanical, 4=3/Mechanical Max Horz 5=95(LC 9) Max Uplift 3=-22(LC 6), 4=-27(LC 9) Max Grav 5=175(LC 1), 3=17(LC 7), 4=20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J26 Truss Type Jack-Closed Qty 4 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107650 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-?wwAsWE4I4sLK6?qhHO5vmE8MDYihfRmpePGU9zG_OU Scale = 1:46.7 1 2 3 5 4 6 7 2x4 3x6 2x4 3x4 5-10-0 5-10-0 -1-2-8 1-2-8 5-10-0 5-10-0 3-1-57-11-1010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.86 0.33 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 -0.00 (loc) 4-5 4-5 4 l/defl >999 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. REACTIONS.(lb/size)5=313/0-3-8, 4=212/Mechanical Max Horz 5=217(LC 6) Max Uplift 5=-5(LC 5), 4=-125(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-257/132 BOT CHORD 4-5=-373/120 WEBS 2-4=-111/337 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 5-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=125. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J27 Truss Type Jack-Closed Qty 4 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107651 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-xI2wHCGKqh73ZQ9CpiRZ_BJUv1EA9a63GyuNZ2zG_OS Scale = 1:45.5 1 2 4 3 5 6 2x4 3x6 2x4 3x4 5-10-0 5-10-0 5-10-0 5-10-0 3-1-57-11-1010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.85 0.33 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 -0.00 (loc) 3-4 3-4 3 l/defl >999 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 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 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. REACTIONS.(lb/size)4=222/Mechanical, 3=222/Mechanical Max Horz 4=204(LC 8) Max Uplift 4=-5(LC 5), 3=-119(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 3-4=-346/119 WEBS 1-3=-105/306 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=119. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J28 Truss Type Jack-Open Qty 3 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107652 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-PVcIVYHyb?FwBZkPNPyoXPsofRdYu2ECVcex5UzG_OR Scale = 1:21.5 1 2 5 6 3 4 3x4 3x4 2-4-1 2-4-1 -1-2-8 1-2-8 2-4-1 2-4-1 1-3-123-7-133-1-53-7-1312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=192/0-3-8, 3=42/Mechanical, 4=17/Mechanical Max Horz 5=116(LC 9) Max Uplift 3=-40(LC 9), 4=-14(LC 9) Max Grav 5=192(LC 1), 3=42(LC 1), 4=39(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-3-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J29 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107653 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-thAgitHaLINnojJbw7T13cPvDquHdVUMjGNUdwzG_OQ Scale = 1:33.5 1 2 5 6 7 3 4 3x6 3x6 3-5-14 3-5-14 -1-2-8 1-2-8 3-5-14 3-5-14 3-1-56-0-35-6-66-0-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.48 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.03 -0.21 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=229/0-3-8, 3=81/Mechanical, 4=33/Mechanical Max Horz 5=155(LC 9) Max Uplift 3=-82(LC 9), 4=-43(LC 9) Max Grav 5=229(LC 1), 3=81(LC 1), 4=63(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J30 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107654 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-Mtk3vDIC6cVeQtunUq_Gcqx35EHsMykVyw71ANzG_OP Scale = 1:23.6 1 2 5 3 4 3x4 3x4 1-1-1 1-1-1 -1-2-8 1-2-8 1-1-1 1-1-1 3-1-54-0-33-6-64-0-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.08 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=178/0-3-8, 3=-26/Mechanical, 4=4/Mechanical Max Horz 5=110(LC 9) Max Uplift 5=-75(LC 7), 3=-85(LC 9), 4=-135(LC 9) Max Grav 5=190(LC 9), 3=45(LC 7), 4=83(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3 except (jt=lb) 4=135. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J31 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107655 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-q4IR7ZJrtwdV21T_2YVV81UD?eXE5P_fBasbipzG_OO Scale = 1:36.2 1 2 5 6 3 4 3x8 3x8 3-2-11 3-2-11 -1-2-8 1-2-8 3-2-11 3-2-11 3-3-126-6-76-0-06-6-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.65 0.58 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.03 -0.27 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=220/0-3-8, 3=73/Mechanical, 4=30/Mechanical Max Horz 5=173(LC 9) Max Uplift 5=-4(LC 7), 3=-100(LC 9), 4=-64(LC 9) Max Grav 5=220(LC 1), 3=73(LC 1), 4=60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-1-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=100. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J32 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107656 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-q4IR7ZJrtwdV21T_2YVV81UAFea15P_fBasbipzG_OO Scale = 1:27.9 1 2 5 3 4 3x6 3x6 1-6-11 1-6-11 -1-2-8 1-2-8 1-6-11 1-6-11 3-3-124-10-712.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.89 0.40 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.14 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=177/0-3-8, 3=7/Mechanical, 4=10/Mechanical Max Horz 5=136(LC 9) Max Uplift 5=-62(LC 7), 3=-96(LC 9), 4=-120(LC 9) Max Grav 5=187(LC 9), 3=57(LC 7), 4=78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3 except (jt=lb) 4=120. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J33 Truss Type Jack-Open Qty 3 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107657 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-mSPBYFL5PXtDHLdM9zXzDSZgfSK9ZJXyeuLinizG_OM Scale = 1:25.7 1 2 5 4 6 3 2x4 3x6 3x6 Special4-1-0 4-1-0 -1-2-8 1-2-8 4-1-0 4-1-0 1-1-54-6-24-0-54-6-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.17 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 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 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=251/0-3-8, 3=102/Mechanical, 4=180/Mechanical Max Horz 5=130(LC 9) Max Uplift 3=-41(LC 9), 4=-86(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 4-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 141 lb down and 82 lb up at 4-1-0 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 4=-141(F) May 16,2019 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 B19900893 Truss J34 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107658 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-EezZlbLjAr?4vUBYjg3Cmg6sLriYIm35tY5FJ8zG_OL Scale = 1:16.2 1 2 5 4 3 2x4 3x6 3x4 1-9-12 1-9-12 -1-2-8 1-2-8 1-9-12 1-9-12 1-1-52-7-72-1-102-7-710.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=16/Mechanical, 4=17/Mechanical Max Horz 5=87(LC 9) Max Uplift 3=-8(LC 6), 4=-32(LC 9) Max Grav 5=181(LC 1), 3=16(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J35 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107659 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-irXyzxMLx87xWemlHNaRJte?4F1Z1DzE6CqorazG_OK Scale = 1:18.8 1 2 5 3 4 2x4 3x4 1-9-13 1-9-13 -1-2-8 1-2-8 1-9-13 1-9-13 1-3-123-1-92-7-23-1-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=23/Mechanical, 4=10/Mechanical Max Horz 5=105(LC 9) Max Uplift 3=-31(LC 9), 4=-19(LC 9) Max Grav 5=181(LC 1), 3=26(LC 7), 4=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J36 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107660 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-A15KAHNziSFo8oLxr55gr5BCqfO0mgZOKsaMN1zG_OJ Scale = 1:16.2 1 2 5 4 3 2x4 3x6 3x4 1-9-11 1-9-11 -1-2-8 1-2-8 1-9-11 1-9-11 1-1-52-7-60-5-132-1-92-7-610.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=16/Mechanical, 4=17/Mechanical Max Horz 5=87(LC 9) Max Uplift 3=-8(LC 6), 4=-33(LC 9) Max Grav 5=181(LC 1), 3=16(LC 1), 4=33(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss J37 Truss Type Jack-Open Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107661 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-A15KAHNziSFo8oLxr55gr5BApfNnmgDOKsaMN1zG_OJ Scale = 1:18.8 1 2 5 3 4 2x4 3x4 1-9-13 1-9-13 -1-2-8 1-2-8 1-9-13 1-9-13 1-3-123-1-92-7-23-1-912.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=23/Mechanical, 4=10/Mechanical Max Horz 5=105(LC 9) Max Uplift 3=-31(LC 9), 4=-19(LC 9) Max Grav 5=181(LC 1), 3=26(LC 7), 4=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss M01 Truss Type MONO TRUSS Qty 2 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107662 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:08:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-eDfiNdObTmNemyw7OocvOIkLz3iGV7TXZWJvwTzG_OI Scale = 1:25.1 1 2 3 4 5 6 3x12 5x6 2x4 2x4 3-11-8 3-11-8 -1-2-8 1-2-8 3-11-8 3-11-8 1-1-54-4-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-8-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=236/0-3-8, 5=141/0-3-8 Max Horz 2=113(LC 8) Max Uplift 2=-20(LC 9), 5=-42(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss PB01 Truss Type Piggyback Qty 5 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107663 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-7QD4byOEE3VVN6VKyW78wWGWIT1jEZkho93TSvzG_OH Scale = 1:41.5 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-4-6 15-4-6 7-8-3 7-8-3 15-4-6 7-8-3 0-4-136-3-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.14 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-3. (lb) - Max Horz 2=-104(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=381(LC 1), 10=358(LC 13), 8=358(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 7-8-3, Exterior(2) 7-8-3 to 10-8-3, Interior(1) 10-8-3 to 15-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 16,2019 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 B19900893 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107664 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-7QD4byOEE3VVN6VKyW78wWGXZT1gEZ_ho93TSvzG_OH Scale = 1:37.1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 15-4-6 15-4-6 7-3-4 7-3-4 8-1-1 0-9-13 15-4-6 7-3-4 0-4-135-11-40-1-80-4-130-1-85-11-410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.15 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-3. (lb) - Max Horz 2=-99(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=374(LC 1), 12=350(LC 13), 10=350(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 7-3-4, Exterior(2) 7-3-4 to 12-4-0, Interior(1) 12-4-0 to 15-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107665 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-bcmSoIPs?NdM?G4WWDeNTjpjVsOnz0iq1po0_LzG_OG Scale = 1:29.2 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 15-4-6 15-4-6 4-10-8 4-10-8 10-5-14 5-7-6 15-4-6 4-10-8 0-4-133-11-40-1-80-4-130-1-83-11-410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.11 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-3. (lb) - Max Horz 2=66(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=286(LC 13), 12=259(LC 1), 10=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-10-8, Exterior(2) 4-10-8 to 9-1-6, Interior(1) 9-1-6 to 10-5-14, Exterior(2) 10-5-14 to 14-8-13, Interior(1) 14-8-13 to 15-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss PB04 Truss Type Piggyback Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107666 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-3oKr0eQUmhlDdPfi4x9c0xMtTGj1iT3zFTYZWozG_OF Scale = 1:34.4 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 15-4-6 15-4-6 6-6-14 6-6-14 8-9-8 2-2-10 15-4-6 6-6-14 0-4-135-4-40-1-80-4-130-1-85-4-410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.15 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-3. (lb) - Max Horz 2=-90(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=347(LC 1), 12=334(LC 13), 10=334(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 6-6-14, Exterior(2) 6-6-14 to 13-0-6, Interior(1) 13-0-6 to 15-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss PB05 Truss Type Piggyback Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107667 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-3oKr0eQUmhlDdPfi4x9c0xMtaGk6iTvzFTYZWozG_OF Scale = 1:41.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 5x6 5x6 3x4 3x4 3x4 23-11-10 23-11-10 4-2-1 4-2-1 19-9-9 15-7-8 23-11-10 4-2-1 0-4-133-4-40-1-80-4-130-1-83-4-410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-4,0-0-0], [4:0-2-4,Edge], [4:0-1-2,0-1-6], [8:0-1-2,0-1-6], [8:Edge,0-2-11], [9:0-2-4,0-0-0], [10:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-8. (lb) - Max Horz 2=-56(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 17, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=318(LC 1), 15=334(LC 14), 17=304(LC 1), 13=334(LC 13), 12=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-15=-254/80, 7-13=-254/80 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-2-1, Exterior(2) 4-2-1 to 8-5-0, Interior(1) 8-5-0 to 19-9-9, Exterior(2) 19-9-9 to 23-8-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 17, 13, 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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. May 16,2019 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 B19900893 Truss PB06 Truss Type Piggyback Qty 8 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107668 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-X?uDD_R6X_t4EZEvdehrY8u1Vg3XRwn7U7H73EzG_OE Scale = 1:21.8 1 2 3 4 5 6 7 8 9 10 4x6 2x4 2x4 2x4 8-3-6 8-3-6 4-1-11 4-1-11 8-3-6 4-1-11 0-4-133-3-140-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.14 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=190/7-0-3, 4=190/7-0-3, 6=224/7-0-3 Max Horz 2=-55(LC 7) Max Uplift 2=-26(LC 9), 4=-26(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-1-11, Exterior(2) 4-1-11 to 7-1-11, Interior(1) 7-1-11 to 8-0-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 16,2019 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 B19900893 Truss PB07 Truss Type Piggyback Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107669 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-?BSbRKRkII0xsjp5BMC45MREI4QQAN0Gjn1gbgzG_OD Scale: 3/4"=1' 1 2 3 4 5 6 7 8 9 10 3x4 3x4 2x4 2x4 2x4 2x4 8-3-6 8-3-6 1-8-14 1-8-14 6-6-8 4-9-10 8-3-6 1-8-14 0-4-131-3-140-1-80-4-130-1-81-3-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [3:0-2-0,0-1-13], [5:0-2-0,0-1-13], [6:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.09 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=174/7-0-3, 6=174/7-0-3, 8=257/7-0-3 Max Horz 2=-22(LC 7) Max Uplift 2=-13(LC 9), 6=-13(LC 9), 8=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-3 to 5-11-13, Interior(1) 5-11-13 to 6-6-8, Exterior(2) 6-6-8 to 8-0-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss PB08 Truss Type Piggyback Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107670 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-?BSbRKRkII0xsjp5BMC45MRCk4QaAMcGjn1gbgzG_OD Scale = 1:42.1 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 4x6 3x4 3x4 3x4 3x4 3x4 23-11-10 23-11-10 4-1-11 4-1-11 6-6-1 2-4-6 22-2-6 15-8-5 23-11-10 1-9-4 0-4-133-3-141-4-40-1-80-4-130-1-81-4-410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-1-7,0-1-12], [4:0-2-4,0-0-0], [10:0-2-0,0-1-13], [11:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.08 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-8-8. (lb) - Max Horz 2=-55(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 16, 14, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=316(LC 1), 16=337(LC 14), 18=317(LC 1), 14=319(LC 14), 13=331(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-16=-257/75 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-1-11, Exterior(2) 4-1-11 to 6-6-1, Interior(1) 6-6-1 to 22-2-6, Exterior(2) 22-2-6 to 23-8-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 16, 14, 13, 11. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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. May 16,2019 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 B19900893 Truss T01 Truss Type Piggyback Base Qty 3 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107671 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-TN0zegSM2c8oUtNHl3jJdZ_FwUbhvcWQxRmD77zG_OC Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 29 30 3x6 8x8 5x6 8x10 5x6 5x6 3x6 3x4 2x4 8x10 8x10 5x6 5x6 3x6 2x4 3x4 3x4 5x12 2x4 6-8-3 6-8-3 13-0-13 6-4-11 20-3-11 7-2-13 27-6-8 7-2-13 39-2-0 11-7-8 6-8-3 6-8-3 13-0-13 6-4-11 20-3-11 7-2-13 27-6-8 7-2-13 28-5-3 0-10-11 33-7-13 5-2-11 39-2-0 5-6-3 40-3-11 1-1-11 1-1-512-0-01-0-102-0-012-0-010.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-12], [8:0-4-4,0-2-0], [13:0-4-8,0-2-12], [15:0-3-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.72 0.80 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.42 -1.07 0.12 (loc) 11-13 11-13 11 l/defl >999 >439 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-18,13-15,9-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-6-6, Right 2x8 SP 2400F 2.0E 3-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except 2-0-0 oc purlins (4-2-2 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 7-13 WEBS 1 Row at midpt 3-16, 5-15, 6-15, 6-13, 9-13 REACTIONS.(lb/size)1=1885/Mechanical, 11=1864/0-3-8 Max Horz 1=-202(LC 7) Max Uplift 11=-8(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2473/119, 3-5=-1967/207, 5-6=-1559/210, 6-7=-1547/185, 7-8=-1551/182, 8-9=-1977/178, 9-11=-2220/159 BOT CHORD 1-18=-35/1707, 16-18=-35/1707, 15-16=0/1427, 7-13=-278/87, 11-13=-24/1545 WEBS 3-18=0/300, 3-16=-407/126, 5-16=-9/577, 5-15=-37/361, 6-15=-507/92, 13-15=0/1692, 8-13=-74/1026 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-0-0 to 3-11-0, Interior(1) 3-11-0 to 13-0-13, Exterior(2) 13-0-13 to 18-7-5, Interior(1) 18-7-5 to 28-5-3, Exterior(2) 28-5-3 to 33-9-4, Interior(1) 33-9-4 to 40-3-11 zone; cantilever left and right exposed ; end 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 100 lb uplift at joint(s) 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T02 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107672 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-xaaLr0T?pvGf51yTJmEYAnWP6twze4nZA5WnfZzG_OB Scale = 1:84.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 30 3x6 8x8 5x6 5x12 5x6 5x6 8x10 5x6 5x6 3x6 3x4 2x4 8x8 3x6 2x4 3x4 3x4 4x10 3x6 2x4 6-8-3 6-8-3 13-0-13 6-4-11 20-3-11 7-2-13 27-6-8 7-2-13 33-7-13 6-1-5 39-2-0 5-6-3 6-8-3 6-8-3 13-0-13 6-4-11 20-3-11 7-2-13 27-6-8 7-2-13 28-5-3 0-10-11 33-7-13 5-2-11 39-2-0 5-6-3 1-1-512-0-01-0-102-0-012-0-010.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-12], [8:0-4-4,0-2-0], [11:0-8-1,Edge], [13:0-2-8,0-2-8], [15:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.79 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.38 0.13 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,13-15,9-13,9-12: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-6-6, Right 2x8 SP 2400F 2.0E 3-8-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-2-11 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-13 WEBS 1 Row at midpt 3-16, 5-15, 6-15, 6-13, 9-13 REACTIONS.(lb/size)11=1678/0-3-8, 1=1867/Mechanical Max Horz 1=-199(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2448/119, 3-5=-1942/207, 5-6=-1528/212, 6-7=-1481/193, 7-8=-1481/191, 8-9=-1866/194, 9-11=-2219/121 BOT CHORD 1-18=-41/1688, 16-18=-41/1688, 15-16=0/1407, 7-13=-266/96, 12-13=-2/1521, 11-12=-2/1521 WEBS 3-18=0/300, 3-16=-409/126, 5-16=-8/579, 5-15=-37/340, 6-15=-458/101, 13-15=0/1572, 8-13=-99/950, 9-12=0/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-0-0 to 3-11-0, Interior(1) 3-11-0 to 13-0-13, Exterior(2) 13-0-13 to 18-7-5, Interior(1) 18-7-5 to 28-5-3, Exterior(2) 28-5-3 to 33-11-10, Interior(1) 33-11-10 to 39-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107673 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-Pm8k3MUdaDOWjBXgsUlnj_3auHFYNXzjPlFKC?zG_OA Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 3x6 5x8 5x6 3x4 3x6 2x4 2x4 8x10 3x16 MT18HS 3x6 6x6 4x8 3x4 3x8 2x4 4x6 8x10 5x6 5x6 6-8-3 6-8-3 13-0-13 6-4-11 17-7-0 4-6-3 28-5-3 10-10-3 39-2-0 10-8-13 6-8-3 6-8-3 13-0-13 6-4-11 17-7-0 4-6-3 23-0-1 5-5-1 28-5-3 5-5-1 33-7-13 5-2-11 39-2-0 5-6-3 40-3-11 1-1-11 1-1-512-0-01-0-102-0-012-0-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-6-4,0-2-0], [7:0-4-4,0-2-0], [14:0-4-12,Edge], [16:0-1-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.84 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.56 -1.02 0.12 (loc) 12-14 12-14 10 l/defl >832 >461 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 218 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-14,10-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17,14-16,8-12,1-19,1-17: 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 3-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-8 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 5-14 WEBS 1 Row at midpt 3-16, 4-16, 6-12 REACTIONS.(lb/size)19=1765/0-5-8, 10=1906/0-3-8 Max Horz 19=-210(LC 7) Max Uplift 10=-8(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2202/117, 3-4=-1895/206, 4-5=-1838/194, 5-6=-1847/193, 6-7=-1563/173, 7-8=-2090/170, 8-10=-2343/144, 1-19=-1707/99 BOT CHORD 17-19=-151/284, 16-17=-32/1606, 5-14=-301/87, 12-14=0/1796, 10-12=-16/1618 WEBS 3-16=-368/122, 4-16=-323/0, 14-16=0/1580, 4-14=0/1213, 6-12=-565/87, 7-12=-18/960, 1-17=0/1432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 4-0-12, Interior(1) 4-0-12 to 13-0-13, Exterior(2) 13-0-13 to 18-7-5, Interior(1) 18-7-5 to 28-5-3, Exterior(2) 28-5-3 to 33-9-2, Interior(1) 33-9-2 to 40-3-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T04 Truss Type Hip Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107674 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-uyi6GiVFLXWNLK6sQBG0FCcoehcl6zkseP?ukRzG_O9 Scale = 1:97.7 1 2 3 4 5 6 7 8 9 10 11 12 1324 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 3x6 5x8 6x10 3x6 5x12 5x6 3x4 4x8 3x12 6x8 3x6 5x6 2x4 3x6 3x4 3x6 6x10 6x10 3x6 5x6 3x4 6x6 2-3-8 2-3-8 7-9-0 5-5-8 13-3-8 5-6-8 21-7-0 8-3-8 23-7-8 2-0-8 31-3-0 7-7-8 39-2-0 7-11-0 2-3-8 2-3-8 7-9-0 5-5-8 13-2-8 5-5-8 21-7-0 8-4-8 23-7-8 2-0-8 31-3-0 7-7-8 39-2-0 7-11-0 40-4-8 1-2-8 1-0-1012-0-1214-0-121-1-52-0-03-0-02-0-014-0-1210.00 12 Plate Offsets (X,Y)-- [1:0-8-1,Edge], [3:0-1-0,0-2-0], [6:0-0-0,0-2-4], [6:0-5-8,0-2-4], [7:0-1-12,0-0-0], [9:0-3-12,0-3-4], [19:0-3-0,0-3-0], [21:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.77 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.58 0.25 (loc) 19-20 19-20 14 l/defl >999 >808 n/a L/d 240 180 n/a PLATES MT20 Weight: 257 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-9: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 1-24: 2x4 SPF 2100F 1.8E, 3-24: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-22,5-22,17-19,10-15,12-15: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,17-18. 1 Row at midpt 8-19 WEBS 1 Row at midpt 5-21, 8-21, 9-17, 10-17 REACTIONS.(lb/size)1=1664/0-3-8, 14=1776/0-5-8 Max Horz 1=252(LC 8) Max Uplift 14=-15(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2065/92, 3-5=-2373/116, 5-6=-1887/191, 6-7=-1184/171, 7-8=-1370/185, 8-9=-1405/212, 9-10=-1676/218, 10-12=-2121/118, 12-14=-1711/142 BOT CHORD 1-24=0/1239, 22-23=0/2363, 21-22=0/1742, 7-21=-6/763, 8-19=-513/107, 15-17=0/1518, 14-15=-61/318 WEBS 3-22=-639/88, 5-22=0/374, 5-21=-552/103, 19-21=0/1330, 17-19=0/1752, 9-19=0/1533, 9-17=-735/0, 10-17=-496/134, 12-15=0/1208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-0-0 to 3-11-0, Interior(1) 3-11-0 to 13-2-8, Exterior(2) 13-2-8 to 18-9-0, Interior(1) 18-9-0 to 23-7-12, Exterior(2) 23-7-12 to 29-2-3, Interior(1) 29-2-3 to 40-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T05 Truss Type Roof Special Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107675 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-M9FUU1Vt6qeEyUh2_voFoP8wT5x1rTX?s3kRGuzG_O8 Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 1122 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 325x12 5x6 5x8 5x8 3x6 3x4 4x10 3x12 6x10 2x4 3x6 6x10 4x6 2x4 3x6 4x6 4x10 3x6 5x6 3x4 5x6 2-3-8 2-3-8 10-9-14 8-6-6 10-10-2 0-0-3 13-3-8 2-5-6 21-7-0 8-3-8 26-0-5 4-5-5 32-5-6 6-5-2 39-2-0 6-8-10 2-3-8 2-3-8 10-9-14 8-6-6 10-10-2 0-0-3 13-3-8 2-5-6 21-7-0 8-3-8 26-0-5 4-5-5 32-5-6 6-5-2 39-2-0 6-8-10 40-4-8 1-2-8 1-0-1010-0-1212-0-141-1-52-0-03-0-02-0-012-0-1210.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-1-0,0-2-0], [4:0-5-8,0-1-12], [7:0-6-4,0-2-0], [10:0-2-12,0-1-8], [17:0-4-8,0-2-0], [19:0-3-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.81 0.83 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.54 0.22 (loc) 20-21 17-18 12 l/defl >999 >860 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 3-22: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 14-17,8-13,10-12,10-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-8 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. 1 Row at midpt 5-19, 6-17 WEBS 1 Row at midpt 3-20, 6-19, 7-14, 8-14 REACTIONS.(lb/size)1=1581/Mechanical, 12=1728/0-5-8 Max Horz 1=216(LC 8) Max Uplift 12=-15(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1960/103, 3-4=-2080/140, 4-5=-1614/181, 5-6=-1619/184, 6-7=-1609/194, 7-8=-1712/206, 8-10=-2039/119, 10-12=-1670/141 BOT CHORD 1-22=0/1179, 20-21=-98/2516, 19-20=0/1458, 5-19=-396/94, 17-18=0/251, 6-17=-488/106, 13-14=0/1473 WEBS 3-20=-1077/245, 4-20=0/507, 4-19=-73/666, 17-19=0/1445, 14-17=0/1337, 7-17=0/1012, 8-14=-378/121, 10-13=0/1268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-0-0 to 3-11-0, Interior(1) 3-11-0 to 10-10-2, Exterior(2) 10-10-2 to 16-4-9, Interior(1) 16-4-9 to 26-0-5, Exterior(2) 26-0-5 to 31-6-12, Interior(1) 31-6-12 to 40-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 12. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T06 Truss Type Roof Special Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107676 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-qLpshNWVt8m5aeGFYcJUKdh3?VGWav195jU_oKzG_O7 Scale = 1:84.8 1 2 3 4 5 6 7 8 9 1020 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 305x12 5x6 5x6 5x8 3x4 4x10 3x12 3x6 4x6 2x4 3x6 5x8 5x6 6x10 6x10 4x10 4x6 4x8 3x6 2-3-8 2-3-8 10-9-11 8-6-3 10-10-2 0-0-6 13-3-8 2-5-6 21-7-0 8-3-8 28-5-2 6-10-2 39-2-0 10-8-14 2-3-8 2-3-8 10-9-11 8-6-3 10-10-2 0-0-6 13-2-14 2-4-13 21-7-0 8-4-2 28-5-2 6-10-2 33-7-13 5-2-11 39-2-0 5-6-3 40-4-8 1-2-8 1-0-1010-0-128-0-1212-0-121-1-52-0-03-0-02-0-010-0-1210.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-1-0,0-2-0], [4:0-2-5,Edge], [7:0-6-4,0-2-0], [15:0-3-8,0-2-8], [17:0-8-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.96 0.95 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.89 0.27 (loc) 11-12 11-12 11 l/defl >999 >524 n/a L/d 240 180 n/a PLATES MT20 Weight: 221 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,7-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-20: 2x8 SP 2400F 2.0E, 5-16: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 5-18,12-15,8-12,9-11,8-11: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-11 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-18 6-0-0 oc bracing: 12-14. 1 Row at midpt 6-15 WEBS 1 Row at midpt 3-18, 5-18, 6-17, 7-12, 8-11 REACTIONS.(lb/size)1=1574/Mechanical, 11=1734/0-5-8 Max Horz 1=216(LC 8) Max Uplift 11=-15(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1951/85, 3-4=-2075/116, 4-5=-1945/158, 5-6=-2130/150, 6-7=-2018/172, 7-8=-1815/165, 8-9=-575/82, 9-11=-548/124 BOT CHORD 1-20=0/1173, 18-19=-55/2496, 17-18=0/2109, 5-17=0/361, 6-15=-579/116, 11-12=0/1391 WEBS 3-18=-1058/218, 4-18=-62/2089, 5-18=-1923/138, 15-17=0/1862, 12-15=0/1372, 7-15=-17/1086, 8-11=-1460/58 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-0-0 to 3-11-0, Interior(1) 3-11-0 to 10-10-2, Exterior(2) 10-10-2 to 13-3-8, Interior(1) 13-3-8 to 28-5-2, Exterior(2) 28-5-2 to 32-4-2, Interior(1) 32-4-2 to 40-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T07 Truss Type Roof Special Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107677 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-IXNEvjX7eRuxCorR5KqjtqELauopJXeIKNDYLmzG_O6 Scale = 1:37.6 1 2 3 4 5 8 7 6 94x6 4x6 2x4 3x4 2x4 3x8 3x6 2-9-4 2-9-4 6-9-0 3-11-12 -1-2-8 1-2-8 0-9-4 0-9-4 2-9-4 2-0-0 6-9-0 3-11-12 1-3-122-1-06-0-122-1-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.45 0.17 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=250/Mechanical, 8=348/0-3-8 Max Horz 8=169(LC 8) Max Uplift 6=-49(LC 6), 8=-17(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-339/106 BOT CHORD 7-8=-298/97 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-9-4, Interior(1) 2-9-4 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T08 Truss Type Roof Special Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107678 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-mjxc63YlPl0opyQdf1LyQ2mWHI9o2_NSY1z5tDzG_O5 Scale = 1:37.6 1 2 3 4 5 9 8 7 6 10 4x8 4x6 2x4 3x4 2x4 3x4 3x4 3x6 2-4-10 2-4-10 4-4-10 2-0-0 6-9-0 2-4-6 -1-2-8 1-2-8 2-4-10 2-4-10 4-4-10 2-0-0 6-9-0 2-4-6 1-3-123-8-66-0-123-8-612.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.46 0.06 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 8 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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)6=250/Mechanical, 9=348/0-3-8 Max Horz 9=169(LC 6) Max Uplift 6=-56(LC 6), 9=-17(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-327/109 BOT CHORD 8-9=-312/97 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-4-10, Exterior(2) 2-4-10 to 4-4-10, Interior(1) 4-4-10 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T09 Truss Type Roof Special Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107679 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-mjxc63YlPl0opyQdf1LyQ2ma_I7g2z7SY1z5tDzG_O5 Scale = 1:33.2 1 2 3 4 5 8 7 6 9 10 11 12 4x6 4x6 2x4 3x4 2x4 3x4 2x4 Special Special Special Special 3-2-12 3-2-12 6-9-0 3-6-4 -1-2-8 1-2-8 0-5-4 0-5-4 3-2-12 2-9-8 6-9-0 3-6-4 1-3-121-9-05-3-41-9-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.13 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 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, 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)6=250/Mechanical, 8=300/0-3-8 Max Horz 8=148(LC 8) Max Uplift 6=-41(LC 6), 8=-93(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-290/85, 2-8=-269/152 BOT CHORD 6-7=-81/298 WEBS 3-7=-67/301, 4-6=-318/119 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 3-2-12, Interior(1) 3-2-12 to 6-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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) 87 lb down and 107 lb up at 0-5-4, and 54 lb down and 26 lb up at 2-6-0 on top chord, and 16 lb down and 52 lb up at 0-6-0, and 5 lb down and 9 lb up at 2-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-20, 3-4=-60, 4-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 2=38(B) 12=-1(B) May 16,2019 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 B19900893 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107680 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-EwV?KPYOA38fR6?qDlsByFJdUiKEnEIbnhifPfzG_O4 Scale = 1:73.5 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 29 30 5x6 6x6 3x6 8x10 5x6 5x6 8x10 2x4 3x4 3x6 2x4 4x10 3x8 3x8 3x6 2x4 8x10 5x6 5x6 11-7-8 11-7-8 18-10-5 7-2-13 26-1-3 7-2-13 32-5-13 6-4-11 39-2-0 6-8-3 -1-1-11 1-1-11 5-6-3 5-6-3 10-8-13 5-2-11 11-7-8 0-10-11 18-10-5 7-2-13 26-1-3 7-2-13 32-5-13 6-4-11 39-2-0 6-8-3 1-0-1010-0-012-0-01-1-52-0-012-0-010.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-0], [8:0-4-0,0-1-12], [16:0-3-8,0-2-0], [18:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.75 0.75 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.42 -1.07 0.12 (loc) 2-18 2-18 12 l/defl >999 >439 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-18,16-18,10-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 3-9-2, Right 2x8 SP 2400F 2.0E 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except 2-0-0 oc purlins (4-2-9 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 6-18 WEBS 1 Row at midpt 4-18, 7-18, 7-16, 7-14, 10-14 REACTIONS.(lb/size)2=1875/0-3-8, 12=1873/Mechanical Max Horz 2=202(LC 8) Max Uplift 2=-6(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2236/156, 4-5=-1973/174, 5-6=-1565/180, 6-7=-1561/183, 7-8=-1416/207, 8-10=-1948/210, 10-12=-2458/122 BOT CHORD 2-18=0/1556, 6-18=-277/87, 14-16=0/1578, 13-14=0/1695, 12-13=0/1695 WEBS 5-18=-72/1035, 16-18=0/1715, 7-14=-426/32, 8-14=-23/773, 10-14=-411/126, 10-13=0/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-1-11 to 2-9-5, Interior(1) 2-9-5 to 10-8-13, Exterior(2) 10-8-13 to 16-3-5, Interior(1) 16-3-5 to 26-1-3, Exterior(2) 26-1-3 to 31-7-10, Interior(1) 31-7-10 to 39-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107681 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-i63NXlZ0xMGW3FZ0nSNQVTsmm6f8WgBl0LSCx5zG_O3 Scale = 1:81.4 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 3x4 5x10 MT18HS 3x6 5x6 8x8 3x6 5x10 MT18HS 8x10 2x4 3x4 3x6 4x6 4x6 3x6 4x10 3x8 3x8 3x6 2x4 8x10 5x6 5x6 2-8-5 2-8-5 7-10-9 5-2-4 13-11-8 6-0-15 21-2-5 7-2-13 28-5-3 7-2-13 34-9-13 6-4-11 41-6-0 6-8-3 -1-2-8 1-2-8 2-8-5 2-8-5 7-10-9 5-2-4 13-0-13 5-2-4 13-11-8 0-10-11 21-2-5 7-2-13 28-5-3 7-2-13 34-9-13 6-4-11 41-6-0 6-8-3 1-1-512-0-01-1-52-0-012-0-010.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-4], [3:0-1-8,0-2-0], [6:0-4-4,0-2-0], [9:0-6-0,0-1-12], [17:0-3-8,0-2-0], [19:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.77 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.53 0.46 (loc) 15-17 15-17 13 l/defl >999 >944 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 245 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 19-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-21: 2x4 SPF 2100F 1.8E 6-19,8-19,8-17,8-15,9-15,11-15: 2x4 SPF No.2 SLIDER Right 2x8 SP 2400F 2.0E 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-19 WEBS 1 Row at midpt 3-20, 5-19, 8-19, 8-17, 8-15, 11-15 REACTIONS.(lb/size)22=1853/0-3-8, 13=1949/Mechanical Max Horz 22=-233(LC 7) Max Uplift 22=-11(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-1831/105, 2-3=-5269/138, 3-5=-2858/132, 5-6=-2231/192, 6-7=-1753/196, 7-8=-1754/198, 8-9=-1501/209, 9-11=-2057/216, 11-13=-2565/129 BOT CHORD 21-22=-266/318, 20-21=-59/3763, 19-20=0/2158, 7-19=-287/95, 15-17=0/1708, 14-15=0/1773, 13-14=0/1773 WEBS 2-21=-55/4264, 3-21=0/1757, 3-20=-1646/93, 5-20=0/540, 5-19=-703/108, 6-19=-91/1216, 17-19=0/1752, 8-15=-507/30, 9-15=-27/842, 11-15=-404/127, 11-14=0/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-10-1, Interior(1) 2-10-1 to 13-0-13, Exterior(2) 13-0-13 to 18-11-4, Interior(1) 18-11-4 to 28-5-3, Exterior(2) 28-5-3 to 34-3-10, Interior(1) 34-3-10 to 41-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 16,2019 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 B19900893 Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107682 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-AIdlk5aeigONhP8CK9uf1gOxWW?NF8TuF?BlUXzG_O2 Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 3x4 5x10 MT18HS 4x6 5x6 8x8 3x6 5x10 MT18HS 8x10 2x4 3x4 3x6 4x10 4x6 3x6 4x10 3x8 3x8 3x6 2x4 8x10 5x6 5x6 2-8-5 2-8-5 7-10-9 5-2-4 13-11-8 6-0-15 21-2-5 7-2-13 28-5-3 7-2-13 34-9-13 6-4-11 41-6-0 6-8-3 -1-2-8 1-2-8 2-8-5 2-8-5 7-10-9 5-2-4 13-0-13 5-2-4 13-11-8 0-10-11 21-2-5 7-2-13 28-5-3 7-2-13 34-9-13 6-4-11 41-6-0 6-8-3 1-1-512-0-01-1-52-0-012-0-010.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-4], [3:0-2-9,Edge], [6:0-4-4,0-2-0], [9:0-6-0,0-1-12], [17:0-3-8,0-2-0], [19:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.77 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.53 0.45 (loc) 15-17 15-17 13 l/defl >999 >945 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 245 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 19-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-22,4-20,5-20,5-19,17-19,11-14: 2x4 SPF-S Stud 2-21: 2x4 SPF 2100F 1.8E SLIDER Right 2x8 SP 2400F 2.0E 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-19 WEBS 1 Row at midpt 4-20, 5-19, 8-19, 8-17, 8-15, 11-15 REACTIONS.(lb/size)22=1853/0-3-8, 13=1949/Mechanical Max Horz 22=-233(LC 7) Max Uplift 22=-11(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-1832/105, 2-4=-5272/135, 4-5=-2858/130, 5-6=-2231/191, 6-7=-1753/196, 7-8=-1754/197, 8-9=-1501/209, 9-11=-2057/216, 11-13=-2565/128 BOT CHORD 21-22=-266/319, 20-21=-56/3764, 19-20=0/2157, 7-19=-287/95, 15-17=0/1708, 14-15=0/1773, 13-14=0/1773 WEBS 2-21=-52/4266, 4-21=0/1759, 4-20=-1647/91, 5-20=0/540, 5-19=-703/107, 6-19=-91/1216, 17-19=0/1752, 8-15=-507/30, 9-15=-27/842, 11-15=-404/127, 11-14=0/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-10-1, Interior(1) 2-10-1 to 13-0-13, Exterior(2) 13-0-13 to 18-11-4, Interior(1) 18-11-4 to 28-5-3, Exterior(2) 28-5-3 to 34-3-10, Interior(1) 34-3-10 to 41-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 16,2019 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 B19900893 Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107683 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-fVA7yRbGT_WEIZjOutQuaux6XvMa_b21TfxJ0_zG_O1 Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 3x4 4x10 3x6 5x6 3x6 5x6 5x10 MT18HS 8x10 2x4 3x6 3x6 4x6 4x6 3x6 3x4 4x8 3x4 3x4 6x8 4x6 2-8-5 2-8-5 7-10-9 5-2-4 13-11-8 6-0-15 25-6-0 11-6-8 37-0-8 11-6-8 41-6-0 4-5-8 -1-2-8 1-2-8 2-8-5 2-8-5 7-10-9 5-2-4 13-0-13 5-2-4 13-11-8 0-10-11 21-7-13 7-8-5 29-4-2 7-8-5 37-0-8 7-8-5 41-6-0 4-5-8 1-1-512-0-08-3-62-0-012-0-010.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-1-8,0-2-0], [6:0-4-4,0-2-0], [11:0-4-4,0-2-0], [12:0-2-12,0-1-8], [16:0-1-2,0-1-8], [18:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.71 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.68 -1.08 0.41 (loc) 14-16 14-16 13 l/defl >728 >457 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 251 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 20-21,7-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-21,4-20,4-19,5-19,5-18,12-13: 2x4 SPF-S Stud 2-20: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-1 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-18 WEBS 1 Row at midpt 4-19, 5-18, 8-18, 8-16 2 Rows at 1/3 pts 10-14, 12-13 REACTIONS.(lb/size)21=1810/0-3-8, 13=1954/Mechanical Max Horz 21=304(LC 8) Max Uplift 21=-7(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-1787/293, 2-4=-5134/801, 4-5=-2777/229, 5-6=-2155/220, 6-7=-1694/221, 7-8=-1696/222, 8-10=-1570/191, 10-11=-699/174, 11-12=-959/180, 12-13=-1945/117 BOT CHORD 20-21=-403/298, 19-20=-808/3666, 18-19=-347/2095, 7-18=-357/110, 14-16=-150/1385 WEBS 2-20=-602/4155, 4-20=-442/1713, 4-19=-1610/473, 5-19=-30/542, 5-18=-697/182, 6-18=-98/1215, 16-18=-213/1703, 8-16=-467/159, 10-16=0/610, 10-14=-1281/113, 11-14=-22/289, 12-14=-73/1436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-10-1, Interior(1) 2-10-1 to 13-0-13, Exterior(2) 13-0-13 to 18-11-4, Interior(1) 18-11-4 to 37-0-8, Exterior(2) 37-0-8 to 41-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107684 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-7hkV9mcuEHe5wjIbSax775UF?Jg8j43BiJgsYQzG_O0 Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 3x8 6x8 5x6 5x6 5x6 8x16 5x6 5x6 3x8 3x6 2x4 3x4 3x8 3x4 2x4 4x8 3x4 6x8 4x6 3x8 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 21-11-11 0-7-8 29-9-14 7-10-2 37-8-0 7-10-2 41-6-0 3-10-0 -1-2-8 1-2-8 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 21-11-11 0-7-8 29-9-14 7-10-2 37-8-0 7-10-2 41-6-0 3-10-0 1-1-511-5-1212-0-08-3-612-0-010.00 12 Plate Offsets (X,Y)-- [2:0-8-12,Edge], [6:0-4-8,0-1-8], [7:0-3-4,0-2-4], [10:0-4-4,0-2-0], [11:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.91 0.88 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.46 0.12 (loc) 17-19 17-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 276 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-20,11-12: 2x4 SPF-S Stud, 9-16,9-13: 2x4 SPF 2100F 1.8E SLIDER Left 2x10 SP No.1 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-13 max.): 6-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-17, 8-16, 9-16, 9-13, 8-17 2 Rows at 1/3 pts 11-12 REACTIONS.(lb/size)2=2160/0-3-8, 12=2058/Mechanical Max Horz 2=295(LC 8) Max Uplift 2=-4(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2753/113, 4-6=-2231/200, 6-7=-1906/205, 7-8=-2243/220, 8-9=-1958/197, 9-10=-674/166, 10-11=-914/179, 11-12=-2052/119 BOT CHORD 2-20=-266/1905, 19-20=-266/1905, 17-19=-182/1655, 16-17=-176/1963, 14-16=-147/1665, 13-14=-147/1665 WEBS 4-20=0/293, 4-19=-381/118, 6-19=0/581, 6-17=-20/546, 7-17=-29/931, 8-16=-421/79, 9-16=-49/566, 9-14=0/466, 9-13=-1749/100, 10-13=-32/293, 11-13=-88/1557, 8-17=-1000/107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-11-5, Interior(1) 2-11-5 to 13-0-13, Exterior(2) 13-0-13 to 17-2-10, Interior(1) 17-2-10 to 21-4-3, Exterior(2) 21-4-3 to 21-11-11, Interior(1) 21-11-11 to 37-8-0, Exterior(2) 37-8-0 to 41-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 2. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107685 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-btIuN6cW?bmyYttn0ISMfJ0Qkj_iSU_KxzQP5szG_O? Scale = 1:74.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 3x6 6x8 5x6 5x6 3x8 3x4 3x8 6x16 5x6 5x6 3x8 3x6 2x4 3x4 4x8 3x6 2x4 4x10 3x6 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 24-4-8 3-0-5 32-9-8 8-5-0 41-6-0 8-8-8 -1-2-8 1-2-8 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 24-4-8 3-0-5 32-9-8 8-5-0 41-6-0 8-8-8 1-1-59-5-1212-0-09-5-1212-0-010.00 12 Plate Offsets (X,Y)-- [2:0-8-12,Edge], [6:0-4-8,0-1-8], [7:0-3-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.91 0.99 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.56 0.14 (loc) 16-18 16-18 12 l/defl >999 >882 n/a L/d 240 180 n/a PLATES MT20 Weight: 247 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10,1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19: 2x4 SPF-S Stud, 9-12: 2x4 SPF 2100F 1.8E SLIDER Left 2x10 SP No.1 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-7 max.): 6-7, 8-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 11-12, 4-18, 6-16, 8-16, 8-15, 9-12 REACTIONS.(lb/size)12=2080/Mechanical, 2=2128/0-3-8 Max Horz 2=305(LC 8) Max Uplift 2=-3(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2705/114, 4-6=-2189/201, 6-7=-1834/207, 7-8=-2407/228, 8-9=-2245/176 BOT CHORD 2-19=-306/1870, 18-19=-306/1870, 16-18=-219/1623, 15-16=-209/2253, 13-15=-152/1660, 12-13=-152/1660 WEBS 4-19=0/286, 4-18=-378/121, 6-18=0/596, 6-16=-23/475, 7-16=-44/1150, 8-16=-1324/136, 8-15=-534/119, 9-15=-82/873, 9-13=0/514, 9-12=-2408/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-11-5, Interior(1) 2-11-5 to 13-0-13, Exterior(2) 13-0-13 to 17-2-10, Interior(1) 17-2-10 to 21-4-3, Exterior(2) 21-4-3 to 24-4-8, Interior(1) 24-4-8 to 41-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 2. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107686 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-34sGaSd8lvvp91SzZ?zbCWZbU7K7ByjU9d9zdJzG_O_ Scale = 1:75.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 3x6 6x8 5x6 5x6 3x4 3x8 6x16 5x6 5x6 3x8 3x6 2x4 3x4 3x12 3x12 2x4 4x10 3x6 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 26-9-5 5-5-2 33-11-14 7-2-10 41-6-0 7-6-2 -1-2-8 1-2-8 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 26-9-5 5-5-2 33-11-14 7-2-10 41-6-0 7-6-2 1-1-57-5-1212-0-07-5-1212-0-010.00 12 Plate Offsets (X,Y)-- [2:0-8-12,Edge], [6:0-4-8,0-1-8], [7:0-3-0,0-2-1], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.91 0.91 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.55 0.15 (loc) 15-17 15-17 11 l/defl >999 >903 n/a L/d 240 180 n/a PLATES MT20 Weight: 231 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 10-11,4-18,8-13,9-12: 2x4 SPF-S Stud SLIDER Left 2x10 SP No.1 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-7 max.): 6-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-15, 8-15 2 Rows at 1/3 pts 9-11 REACTIONS.(lb/size)11=2055/Mechanical, 2=2135/0-3-8 Max Horz 2=287(LC 8) Max Uplift 2=-5(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2716/115, 4-6=-2197/202, 6-7=-1848/209, 7-8=-2482/206, 8-9=-2729/165 BOT CHORD 2-18=-244/1878, 17-18=-244/1878, 15-17=-159/1629, 13-15=-183/2743, 12-13=-131/1851, 11-12=-131/1851 WEBS 4-18=0/291, 4-17=-380/119, 6-17=0/589, 6-15=-24/489, 7-15=-4/1104, 8-15=-1479/137, 8-13=-696/117, 9-13=-71/1251, 9-12=0/397, 9-11=-2565/117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-11-5, Interior(1) 2-11-5 to 13-0-13, Exterior(2) 13-0-13 to 17-2-10, Interior(1) 17-2-10 to 21-4-3, Exterior(2) 21-4-3 to 25-6-0, Interior(1) 25-6-0 to 41-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 2. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107687 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-XGQeooenWC1gnA1A7jUqkk5onXhowP8dOHvW8lzG_Nz Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 3x6 6x8 5x6 5x6 3x4 3x8 6x16 5x6 5x6 3x8 3x6 2x4 3x4 3x12 4x8 2x4 5x12 4x6 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 29-2-2 7-9-15 35-2-5 6-0-3 41-6-0 6-3-11 -1-2-8 1-2-8 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 29-2-2 7-9-15 35-2-5 6-0-3 41-6-0 6-3-11 1-1-55-5-1212-0-05-5-1212-0-010.00 12 Plate Offsets (X,Y)-- [2:0-8-12,Edge], [6:0-4-8,0-1-8], [7:0-3-4,0-2-4], [13:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.81 0.89 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.57 0.16 (loc) 15-17 15-17 11 l/defl >999 >876 n/a L/d 240 180 n/a PLATES MT20 Weight: 215 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8,1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-17,6-17,6-15,7-15,8-15: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-2 max.): 6-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-15, 8-15 2 Rows at 1/3 pts 9-11 REACTIONS.(lb/size)11=1770/Mechanical, 2=2048/0-3-8 Max Horz 2=268(LC 8) Max Uplift 2=-6(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2593/113, 4-6=-2096/200, 6-7=-1697/207, 7-8=-2336/179, 8-9=-3031/155 BOT CHORD 2-18=-180/1789, 17-18=-180/1789, 15-17=-95/1531, 13-15=-169/3057, 12-13=-116/1865, 11-12=-116/1865 WEBS 4-18=0/293, 4-17=-392/118, 6-17=0/594, 6-15=-23/395, 7-15=0/904, 8-15=-1634/150, 8-13=-916/125, 9-13=-66/1556, 9-12=0/251, 9-11=-2415/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-11-5, Interior(1) 2-11-5 to 13-0-13, Exterior(2) 13-0-13 to 17-2-10, Interior(1) 17-2-10 to 21-4-3, Exterior(2) 21-4-3 to 25-6-0, Interior(1) 25-6-0 to 41-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 100 lb uplift at joint(s) 2. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107688 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-XGQeooenWC1gnA1A7jUqkk5oUXg8wSJdOHvW8lzG_Nz Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 3x6 6x8 6x6 3x6 5x12 5x6 5x6 3x6 3x6 2x4 3x4 3x8 3x6 3x8 3x4 5x6 3x4 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 31-11-4 10-7-1 32-1-0 0-1-12 34-5-0 2-4-0 -1-2-8 1-2-8 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 27-8-13 6-4-11 34-5-0 6-8-3 35-7-8 1-2-8 1-1-512-0-01-1-512-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [6:0-4-8,0-1-8], [7:0-4-0,0-1-12], [10:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.83 0.93 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.67 0.07 (loc) 13-14 13-14 13 l/defl >999 >572 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,8-13,10-12,10-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-17, 6-14, 8-13 REACTIONS.(lb/size)2=1650/0-3-8, 13=1839/0-3-8 Max Horz 2=229(LC 8) Max Uplift 2=-10(LC 9), 13=-15(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2025/92, 4-6=-1515/181, 6-7=-983/177, 7-8=-1402/162 BOT CHORD 2-18=0/1378, 17-18=0/1378, 14-17=0/1084, 13-14=0/873 WEBS 4-18=0/303, 4-17=-427/119, 6-17=-3/589, 6-14=-259/67, 7-14=0/400, 8-13=-1645/198, 10-13=-152/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-2-13, Interior(1) 2-2-13 to 13-0-13, Exterior(2) 13-0-13 to 17-11-4, Interior(1) 17-11-4 to 21-4-3, Exterior(2) 21-4-3 to 26-2-9, Interior(1) 26-2-9 to 35-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107689 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-?S_0?8fPHW9XPKcMhQ?3Hxeyqw3lfyFmdxe4gBzG_Ny Scale = 1:73.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 3x6 6x8 6x6 5x12 5x6 5x6 3x6 3x6 2x4 3x4 3x8 3x6 3x6 2x4 3x8 3x6 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 31-11-4 10-7-1 32-1-0 0-1-12 33-2-11 1-1-11 -1-2-8 1-2-8 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 27-1-11 5-9-8 33-2-11 6-1-0 1-1-512-0-02-1-412-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [6:0-4-8,0-1-8], [7:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.71 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.53 0.07 (loc) 11-12 11-12 11 l/defl >999 >730 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-16,9-10,9-11: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-12, 8-11 REACTIONS.(lb/size)2=1670/0-3-8, 11=1667/0-3-8 Max Horz 2=231(LC 8) Max Uplift 2=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2053/94, 4-6=-1542/183, 6-7=-1018/181, 7-8=-1435/176, 8-9=-259/35, 9-10=-413/0 BOT CHORD 2-16=-45/1398, 14-16=-45/1398, 12-14=0/1105, 11-12=-26/965 WEBS 4-16=0/304, 4-14=-426/116, 6-14=-1/586, 7-12=0/434, 8-11=-1448/127, 9-11=0/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-1-6, Interior(1) 2-1-6 to 13-0-13, Exterior(2) 13-0-13 to 17-9-3, Interior(1) 17-9-3 to 21-4-3, Exterior(2) 21-4-3 to 26-0-9, Interior(1) 26-0-9 to 33-0-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T20 Truss Type Hip Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107690 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-TfYOCUf12qHO0UBYF8WIq9B7KKMVOL0wsbOdDezG_Nx Scale = 1:73.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 3x6 4x6 4x6 6x16 5x6 5x6 3x4 3x6 2x4 3x8 3x4 3x8 3x6 3x6 2x4 3x8 4x8 6-4-3 6-4-3 12-4-14 6-0-11 22-0-2 9-7-3 31-11-4 9-11-2 32-1-0 0-1-12 33-2-11 1-1-11 -1-2-8 1-2-8 6-4-3 6-4-3 12-4-14 6-0-11 17-2-8 4-9-10 22-0-2 4-9-10 27-5-10 5-5-9 33-2-11 5-9-1 1-1-511-5-62-1-411-5-610.00 12 Plate Offsets (X,Y)-- [2:0-8-12,Edge], [6:0-4-4,0-2-0], [8:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.93 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.57 0.07 (loc) 13-16 13-16 12 l/defl >999 >678 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,9-12,10-11,10-12: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-3-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-4 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-16, 7-13, 9-12 REACTIONS.(lb/size)2=1648/0-3-8, 12=1664/0-3-8 Max Horz 2=221(LC 8) Max Uplift 2=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2022/96, 4-6=-1568/176, 6-7=-1125/178, 7-8=-1034/173, 8-9=-1456/171, 10-11=-319/0 BOT CHORD 2-17=-51/1377, 16-17=-51/1377, 13-16=0/1139, 12-13=-28/953 WEBS 4-16=-373/119, 6-16=-20/598, 7-13=-350/61, 8-13=-23/576, 9-12=-1517/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-1-6, Interior(1) 2-1-6 to 12-4-14, Exterior(2) 12-4-14 to 17-2-8, Interior(1) 17-2-8 to 22-0-2, Exterior(2) 22-0-2 to 26-8-8, Interior(1) 26-8-8 to 33-0-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T21 Truss Type Hip Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107691 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-xr6nQqgfp7PEeemlor2XMMjLHkk57lD34E7Al4zG_Nw Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 6x8 6x10 6x16 5x6 5x6 2x4 2x4 10x10 3x4 3x4 3x6 6x8 2x4 3x6 6x8 3x6 2x4 6x6 10-0-2 10-0-2 12-2-8 2-2-6 16-9-8 4-7-0 24-4-14 7-7-6 31-11-4 7-6-6 32-1-0 0-1-12 33-2-11 1-1-11 -1-2-8 1-2-8 5-1-13 5-1-13 10-0-2 4-10-5 12-2-8 2-2-6 16-9-8 4-7-0 24-4-14 7-7-6 33-2-11 8-9-13 1-1-59-5-62-1-42-0-09-5-610.00 12 Plate Offsets (X,Y)-- [2:0-8-12,Edge], [5:0-6-0,0-1-12], [8:0-6-4,0-1-4], [15:0-6-4,0-4-0], [16:0-4-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.66 0.78 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.62 0.17 (loc) 2-18 2-18 11 l/defl >999 >622 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,16-18,5-16,12-15,9-11: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 3-6-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-3 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. WEBS 1 Row at midpt 5-18, 7-16, 8-11 REACTIONS.(lb/size)2=1517/0-3-8, 11=1568/0-3-8 Max Horz 2=185(LC 8) Max Uplift 2=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1770/123, 4-5=-1532/149, 5-6=-1509/164, 6-7=-1519/164, 7-8=-1705/175 BOT CHORD 2-18=-87/1200, 15-16=-10/1711, 11-12=0/983 WEBS 5-18=-728/28, 16-18=0/1600, 5-16=-35/1440, 7-16=-396/19, 12-15=0/1017, 8-15=-33/1020, 8-11=-1435/9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-1-6, Interior(1) 2-1-6 to 10-0-2, Exterior(2) 10-0-2 to 14-8-8, Interior(1) 14-8-8 to 24-4-14, Exterior(2) 24-4-14 to 29-1-5, Interior(1) 29-1-5 to 33-0-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107692 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-Q1f9dAhHaRX5GoKxMYZnvaGRq83GsO7DJutkHWzG_Nv Scale = 1:69.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 3x6 6x8 4x6 3x6 6x16 5x6 5x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 6x16 5x6 5x6 3x6 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 27-8-13 6-4-11 34-5-0 6-8-3 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 27-8-13 6-4-11 34-5-0 6-8-3 35-7-8 1-2-8 1-1-512-0-01-1-512-0-010.00 12 Plate Offsets (X,Y)-- [1:0-8-12,Edge], [5:0-4-8,0-1-8], [10:0-8-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 1.00 0.85 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.44 0.10 (loc) 13-16 13-16 10 l/defl >999 >944 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-12: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-6-6, Right 2x8 SP 2400F 2.0E 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-9-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-13, 8-13 REACTIONS.(lb/size)1=1713/0-3-9, 10=1771/0-3-8 Max Horz 1=-213(LC 7) Max Uplift 10=-11(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2224/106, 3-5=-1721/192, 5-6=-1220/193, 6-8=-1692/187, 8-10=-2195/101 BOT CHORD 1-17=0/1525, 16-17=0/1525, 13-16=0/1242, 12-13=0/1501, 10-12=0/1501 WEBS 3-17=0/294, 3-16=-417/122, 5-16=0/615, 6-13=0/554, 8-13=-413/120, 8-12=0/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-0-0 to 3-5-5, Interior(1) 3-5-5 to 13-0-13, Exterior(2) 13-0-13 to 17-11-4, Interior(1) 17-11-4 to 21-4-3, Exterior(2) 21-4-3 to 26-2-9, Interior(1) 26-2-9 to 35-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107693 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-uEDXrWivLlfytyv7wG40RnpgbYOVbrMMYYcHpyzG_Nu Scale = 1:69.3 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 3x6 6x8 4x6 3x6 6x16 5x6 5x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 6x16 5x6 5x6 3x6 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 27-8-13 6-4-11 34-5-0 6-8-3 -1-2-8 1-2-8 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 27-8-13 6-4-11 34-5-0 6-8-3 35-7-8 1-2-8 1-1-512-0-01-1-512-0-010.00 12 Plate Offsets (X,Y)-- [2:0-8-12,Edge], [6:0-4-8,0-1-8], [11:0-8-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.85 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.43 0.10 (loc) 14-17 14-17 11 l/defl >999 >959 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-6-6, Right 2x8 SP 2400F 2.0E 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except 2-0-0 oc purlins (3-9-12 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-14, 9-14 REACTIONS.(lb/size)2=1786/0-3-8, 11=1770/0-3-8 Max Horz 2=214(LC 8) Max Uplift 2=-11(LC 9), 11=-11(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2219/100, 4-6=-1718/187, 6-7=-1218/191, 7-9=-1691/187, 9-11=-2197/100 BOT CHORD 2-18=0/1518, 17-18=0/1518, 14-17=0/1240, 13-14=0/1502, 11-13=0/1502 WEBS 4-18=0/292, 4-17=-410/121, 6-17=0/611, 7-14=0/556, 9-14=-416/122, 9-13=0/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 2-2-13, Interior(1) 2-2-13 to 13-0-13, Exterior(2) 13-0-13 to 17-11-4, Interior(1) 17-11-4 to 21-4-3, Exterior(2) 21-4-3 to 26-2-9, Interior(1) 26-2-9 to 35-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T24 Truss Type Flat Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107694 8.220 s May 29 2018 MiTek Industries, Inc. Thu May 16 11:56:40 2019 Page 1 Probuild, Morresville, ind. ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-RjjiaFZtJdW0nbKoYId9Jt1ppu69oWVJvO1Iu9zFx2r Scale = 1:55.6 1 2 4 3 5 6 7 2x4 6x6 3x4 3x6 5-10-0 5-10-0 5-10-0 5-10-0 9-7-139-4-59-4-59-7-13LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.66 0.42 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.16 0.01 (loc) 3-4 3-4 2 l/defl >940 >428 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. WEBS 1 Row at midpt 1-4, 2-3, 1-3 REACTIONS.All bearings Mechanical. (lb) - Max Horz 4=242(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2 except 1=-255(LC 5), 3=-171(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 1, 3, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-7=-333/386, 3-7=-333/386 WEBS 1-3=-471/471 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 1=255, 3=171. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. May 16,2019 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 B19900893 Truss T25 Truss Type Flat Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107695 8.220 s May 29 2018 MiTek Industries, Inc. Thu May 16 11:56:55 2019 Page 1 Probuild, Morresville, ind. ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-Vc7NjOlHnEPu4uzgwxOgQ29LaxFepKFWMD9bwnzFx2c Scale = 1:44.9 1 2 4 3 5 6 7 2x4 6x6 3x6 3x4 5-10-0 5-10-0 5-10-0 5-10-0 7-7-137-4-57-4-57-7-13LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.82 0.36 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.01 (loc) 3-4 3-4 2 l/defl >999 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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* 1-3: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-3 REACTIONS.All bearings Mechanical. (lb) - Max Horz 4=191(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 3 except 1=-177(LC 5) Max Grav All reactions 250 lb or less at joint(s) 4, 1, 2, 3 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-7=-262/304, 3-7=-262/304 WEBS 1-3=-314/314 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except (jt=lb) 1=177. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. May 16,2019 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 B19900893 Truss T26 Truss Type Flat Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107696 8.220 s May 29 2018 MiTek Industries, Inc. Thu May 16 11:57:13 2019 Page 1 Probuild, Morresville, ind. ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-z3CAVYzZYmgKEfL7_jju8ruUEBOG1QJAV1WYYkzFx2K Scale = 1:33.6 1 2 4 3 5 6 2x4 6x6 3x6 3x4 5-10-0 5-10-0 5-10-0 5-10-0 5-7-135-4-55-4-55-7-13LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.55 0.33 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.01 (loc) 3-4 3-4 2 l/defl >999 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical. (lb) - Max Horz 4=139(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 3 except 1=-117(LC 5) Max Grav All reactions 250 lb or less at joint(s) 4, 1, 2, 3 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except (jt=lb) 1=117. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. May 16,2019 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 B19900893 Truss T27 Truss Type Hip Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107697 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-qcLHGBjAtMvg7F3W1h6UWCu4kL863bcf?s5OurzG_Ns Scale = 1:60.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x6 4x8 3x8 3x8 4x6 3x4 4x6 3x4 3x8 5x8 3x6 9-2-0 9-2-0 12-10-0 3-8-0 22-0-0 9-2-0 -1-2-8 1-2-8 4-8-12 4-8-12 9-2-0 4-5-4 12-10-0 3-8-0 17-3-4 4-5-4 22-0-0 4-8-12 1-3-1210-5-120-4-150-10-131-3-1210-5-1212.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.51 0.59 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.03 (loc) 8-9 8-9 7 l/defl >999 >532 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-10,6-9,3-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS.(lb/size)12=1052/0-3-8, 7=967/0-3-8 Max Horz 12=207(LC 8) Max Uplift 12=-20(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/102, 3-4=-835/153, 4-5=-519/153, 5-6=-838/159, 6-7=-365/72, 2-12=-409/134, 7-8=0/648 BOT CHORD 10-12=-40/597, 9-10=0/519, 8-9=-18/606 WEBS 4-10=-39/282, 5-9=-38/297, 3-12=-651/2, 6-8=-655/37 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 9-2-0, Exterior(2) 9-2-0 to 17-4-6, Interior(1) 17-4-6 to 21-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. May 16,2019 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 B19900893 Truss T28 Truss Type Hip Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107698 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-IovgTXkoeg1XkPeibOdj3QR9TlOCo9OoEWrxQHzG_Nr Scale = 1:70.4 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 3x4 6x8 3x4 3x12 3x8 4x6 4x6 3x4 4x8 6x6 10-10-0 10-10-0 11-2-0 0-4-0 22-0-0 10-10-0 -1-2-8 1-2-8 5-6-12 5-6-12 10-10-0 5-3-4 11-2-0 0-4-0 16-5-4 5-3-4 22-0-0 5-6-12 1-3-1212-1-120-3-812-1-1212.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-2-8], [5:0-4-0,0-0-8], [6:0-0-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.98 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.77 0.03 (loc) 10-12 10-12 9 l/defl >735 >331 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-10,5-10,7-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-10, 7-10, 4-12, 7-9 REACTIONS.(lb/size)12=1099/0-3-8, 9=1014/0-3-8 Max Horz 12=240(LC 8) Max Uplift 12=-20(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-449/130, 4-5=-836/152, 5-6=-495/152, 6-7=-830/154, 7-8=-330/96, 2-12=-475/157, 8-9=-302/79 BOT CHORD 10-12=-27/624, 9-10=-11/598 WEBS 5-10=-102/688, 4-12=-601/0, 7-9=-707/12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-10-0, Exterior(2) 10-10-0 to 15-4-15, Interior(1) 15-4-15 to 21-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T29 Truss Type Common Qty 4 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107699 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-IovgTXkoeg1XkPeibOdj3QREmlReo7ioEWrxQHzG_Nr Scale = 1:77.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 3x4 4x6 4x6 2x4 4x6 4x10 2x4 4x8 2x4 5x6 3x12 5-7-12 5-7-12 16-4-4 10-8-8 22-0-0 5-7-12 -1-2-8 1-2-8 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-3-1212-3-120-5-812.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.82 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.56 0.01 (loc) 9-11 9-11 8 l/defl >940 >463 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-9,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 5-11 REACTIONS.(lb/size)12=1284/0-3-8, 8=1209/0-3-8 Max Horz 12=240(LC 8) Max Uplift 12=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1448/75, 4-5=-1454/269, 5-6=-1431/278, 6-7=-1406/73, 2-12=-1352/100, 7-8=-1291/58 BOT CHORD 9-11=0/579 WEBS 5-9=-162/871, 6-9=-357/227, 5-11=-163/907, 4-11=-348/225, 2-11=0/902, 7-9=0/930 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-6-12 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 11-12=-20, 10-11=-60(F=-40), 10-17=-100(F=-40), 9-17=-60(F=-40), 8-9=-20 May 16,2019 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 B19900893 Truss T30 Truss Type Common Qty 13 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107700 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-m?T2gtlQPz9OMZDu968ycdzQK9noXawyTAaVykzG_Nq Scale = 1:75.9 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 4x6 4x6 3x8 2x4 4x6 4x10 2x4 4x8 2x4 3x12 5-7-12 5-7-12 16-4-4 10-8-8 22-0-0 5-7-12 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-3-1212-3-120-5-812.00 12 Plate Offsets (X,Y)-- [5:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.83 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.56 0.01 (loc) 7-9 7-9 6 l/defl >932 >460 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7,3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 3-9 REACTIONS.(lb/size)10=1202/Mechanical, 6=1213/0-3-8 Max Horz 10=224(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1453/74, 2-3=-1472/282, 3-4=-1430/277, 4-5=-1403/73, 1-10=-1271/60, 5-6=-1297/57 BOT CHORD 7-9=0/581 WEBS 3-7=-162/864, 4-7=-356/227, 3-9=-165/929, 2-9=-365/233, 1-9=0/922, 5-7=0/934 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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=-60, 3-5=-60, 9-10=-20, 9-15=-60(F=-40), 15-16=-100(F=-40), 7-16=-60(F=-40), 6-7=-20 May 16,2019 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 B19900893 Truss T31 Truss Type Common Qty 4 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107701 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-EB1QuDm2AHHF_jo5jpgB8rWZAZ7HG1I5hqK2VAzG_Np Scale = 1:77.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 3x4 4x6 3x4 2x4 4x6 4x8 2x4 4x8 2x4 5x6 2x4 5x6 5-7-12 5-7-12 16-4-4 10-8-8 22-0-0 5-7-12 -1-2-8 1-2-8 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-2-8 1-2-8 1-3-1212-3-121-3-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [8:0-3-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.81 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.57 0.01 (loc) 11-13 11-13 10 l/defl >930 >460 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13 REACTIONS.(lb/size)14=1302/0-3-8, 10=1302/0-3-8 Max Horz 14=-245(LC 7) Max Uplift 14=-18(LC 9), 10=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1471/75, 4-5=-1478/269, 5-6=-1478/269, 6-8=-1471/75, 2-14=-1371/101, 8-10=-1371/101 BOT CHORD 13-14=-231/265, 11-13=0/594 WEBS 5-11=-162/913, 6-11=-348/224, 5-13=-162/913, 4-13=-348/224, 2-13=0/919, 8-11=0/919 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 8-9=-60, 13-14=-20, 13-19=-60(F=-40), 19-20=-100(F=-40), 11-20=-60(F=-40), 10-11=-20 May 16,2019 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 B19900893 Truss T32 Truss Type Hip Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107702 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-iNao5ZmgxbP6btNHGWBQh23g3yRA?NAFwU3c1czG_No Scale = 1:64.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 4x6 4x8 3x8 3x8 4x6 3x4 4x6 3x4 4x6 4x6 3x4 9-10-12 9-10-12 12-1-4 2-2-8 22-0-0 9-10-12 -1-2-8 1-2-8 5-1-2 5-1-2 9-10-12 4-9-10 12-1-4 2-2-8 16-10-14 4-9-10 22-0-0 5-1-2 23-2-8 1-2-8 1-3-1211-2-81-3-1211-2-812.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.83 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.63 0.03 (loc) 9-10 9-10 9 l/defl >993 >412 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11,5-10: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)13=1078/0-3-8, 9=1078/0-3-8 Max Horz 13=229(LC 8) Max Uplift 13=-20(LC 9), 9=-20(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/111, 3-4=-840/154, 4-5=-517/153, 5-6=-840/155, 6-7=-405/111, 2-13=-439/142, 7-9=-440/142 BOT CHORD 11-13=-16/612, 10-11=0/513, 9-10=0/612 WEBS 4-11=-51/313, 5-10=-46/320, 3-13=-633/0, 6-9=-631/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 9-10-12, Exterior(2) 9-10-12 to 16-4-3, Interior(1) 16-4-3 to 23-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T33 Truss Type Hip Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107703 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-iNao5ZmgxbP6btNHGWBQh23hxyXl?ZTFwU3c1czG_No Scale = 1:55.6 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 4x8 4x6 3x4 3x6 4x6 4x8 8x8 3x4 8x8 8-2-12 8-2-12 13-9-4 5-6-8 22-0-0 8-2-12 -1-2-8 1-2-8 8-2-12 8-2-12 13-9-4 5-6-8 22-0-0 8-2-12 23-2-8 1-2-8 1-3-129-6-81-3-129-6-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-4,0-1-12], [4:0-4-4,0-1-12], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.75 0.48 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.02 (loc) 9-11 9-11 7 l/defl >999 >803 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9,5-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-1 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. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=1016/0-3-8, 7=1003/0-3-8 Max Horz 11=-198(LC 7) Max Uplift 11=-20(LC 9), 7=-20(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-981/109, 3-4=-549/149, 4-5=-965/109, 2-11=-940/132, 5-7=-927/132 BOT CHORD 9-11=-177/377, 8-9=0/561, 7-8=-152/341 WEBS 3-9=0/254, 4-8=0/254, 2-9=-106/321, 5-8=-110/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-2-12, Exterior(2) 8-2-12 to 12-5-11, Interior(1) 12-5-11 to 13-9-4, Exterior(2) 13-9-4 to 18-0-3, Interior(1) 18-0-3 to 23-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 0%, joint 5 = 0% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T34 Truss Type Hip Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107704 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-Ba8AJvnIiuXzD0yTqEifDGbw1Mtyk0tO98p9Z2zG_Nn Scale = 1:45.4 1 2 3 4 5 6 7 8 11 10 9 12 13 4x8 4x6 5x12 5x6 5x6 3x6 2x4 3x4 5x12 5x6 5x6 7-11-14 7-11-14 11-7-2 3-7-3 19-7-0 7-11-14 -1-2-8 1-2-8 7-11-14 7-11-14 11-7-2 3-7-3 19-7-0 7-11-14 20-9-8 1-2-8 1-1-57-9-41-1-57-9-410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-6-4,0-2-0], [5:0-4-4,0-2-0], [7:Edge,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.48 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.02 (loc) 2-11 2-11 7 l/defl >999 >764 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 5-5-13, Right 2x8 SP 2400F 2.0E 5-5-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 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=856/0-3-8, 7=856/0-3-8 Max Horz 2=-130(LC 7) Max Uplift 2=-18(LC 9), 7=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-842/83, 4-5=-522/128, 5-7=-842/83 BOT CHORD 2-11=0/519, 9-11=0/521, 7-9=0/519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-11-14, Exterior(2) 7-11-14 to 15-10-0, Interior(1) 15-10-0 to 20-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss T35 Truss Type Common Qty 2 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107705 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-fmiZWFowSCfqrAWgOxDumT89gmAnTSIYOoYi5VzG_Nm Scale = 1:57.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 4x6 5x12 5x6 5x6 5x12 2x4 2x4 5x12 5x6 5x6 9-9-8 9-9-8 19-7-0 9-9-8 -1-2-8 1-2-8 5-0-8 5-0-8 9-9-8 4-9-0 14-6-8 4-9-0 19-7-0 5-0-8 20-9-8 1-2-8 1-1-59-3-41-1-510.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [8:Edge,0-0-0], [10:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.70 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.44 0.02 (loc) 2-10 2-10 8 l/defl >999 >531 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 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* 5-10: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 3-5-14, Right 2x8 SP 2400F 2.0E 3-5-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=948/0-3-8, 8=948/0-3-8 Max Horz 2=-155(LC 7) Max Uplift 2=-18(LC 9), 8=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-985/76, 4-5=-769/104, 5-6=-769/104, 6-8=-985/76 BOT CHORD 2-10=0/643, 8-10=0/643 WEBS 5-10=-41/573 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 9-9-8, Exterior(2) 9-9-8 to 12-9-8, Interior(1) 12-9-8 to 20-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 3 lot# 298 Jacksons Grant Job Reference (optional) I37107706 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-7yGxkapZDWnhSK5syfk7Jhh9mAXyClrhcSIGexzG_Nl Scale = 1:87.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 3132 33 34 35 36 37 38 12x12 5x10 MT18HS 3x6 6x8 8x8 10x10 2x4 3x8 12x12 12x20 3x6 8x8 8x8 3x12 6x10 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 4-7-15 4-7-15 11-5-7 6-9-8 18-2-15 6-9-8 20-4-4 2-1-5 24-7-2 4-2-14 29-1-8 4-6-6 -1-2-8 1-2-8 4-7-15 4-7-15 11-5-7 6-9-8 18-2-15 6-9-8 20-4-4 2-1-5 24-7-2 4-2-14 29-1-8 4-6-6 30-4-0 1-2-8 3-3-127-11-1010-1-01-3-127-11-1012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-10-8,0-6-4], [8:0-3-4,0-2-4], [11:0-3-8,0-4-0], [12:0-9-12,0-4-12], [15:0-3-8,0-6-0], [16:0-3-0,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.64 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.56 0.05 (loc) 13-15 13-15 10 l/defl >999 >610 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 698 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-16,4-15,5-13,7-12,7-11: 2x4 SPF-S Stud 5-12,6-12: 2x4 SPF 2100F 1.8E, 8-10: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)17=16201/0-3-8 (req. 0-4-8), 10=15366/0-3-8 (req. 0-4-4) Max Horz 17=-230(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12516/0, 3-4=-15809/0, 4-5=-15809/0, 5-6=-14628/0, 6-7=-14818/0, 7-8=-15457/0, 2-17=-14488/0, 8-10=-13717/0 BOT CHORD 15-16=0/8804, 13-15=0/14850, 12-13=0/14774, 11-12=0/10793, 10-11=0/1881 WEBS 3-16=0/945, 3-15=0/10398, 4-15=-539/87, 5-15=0/1451, 5-13=0/3912, 5-12=-15914/0, 6-12=0/20205, 7-12=-626/103, 7-11=0/608, 2-16=0/10278, 8-11=0/9273 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 2 = 12% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) WARNING: Required bearing size at joint(s) 17, 10 greater than input bearing size. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 16,2019 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 B19900893 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 3 lot# 298 Jacksons Grant Job Reference (optional) I37107706 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:34 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-7yGxkapZDWnhSK5syfk7Jhh9mAXyClrhcSIGexzG_Nl NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 67 lb up at 20-8-11, 146 lb down and 73 lb up at 22-8-11, and 146 lb down and 73 lb up at 24-8-11, and 159 lb down and 122 lb up at 26-8-11 on top chord, and 1865 lb down at 1-1-2, 1847 lb down at 3-1-2, 192 lb down and 137 lb up at 4-8-11, 1842 lb down at 5-1-2, 192 lb down and 137 lb up at 6-8-11, 1829 lb down at 7-1-2, 192 lb down and 137 lb up at 8-8-11, 1853 lb down at 9-1-2, 192 lb down and 137 lb up at 10-8-11, 1929 lb down at 10-10-12, 202 lb down and 131 lb up at 12-8-11, 1929 lb down at 12-10-12, 202 lb down and 131 lb up at 14-8-11, 1916 lb down at 14-10-12, 202 lb down and 131 lb up at 16-8-11, 1894 lb down at 16-10-12, 202 lb down and 131 lb up at 18-8-11, 2037 lb down at 18-10-12, 72 lb down at 20-8-11, 2060 lb down at 20-10-12, 71 lb down at 22-8-11, 2035 lb down at 22-10-12, 71 lb down at 24-8-11, 1750 lb down at 24-10-12, and 90 lb down and 25 lb up at 26-8-11, and 1838 lb down and 122 lb up at 26-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-8=-60, 8-9=-60, 16-17=-20, 16-27=-60, 27-32=-20, 13-32=-60, 10-13=-20 Concentrated Loads (lb) Vert: 16=-2034(F=-192, B=-1842) 7=-106(F) 11=-35(F) 20=-106(F) 21=-106(F) 22=-119(F) 23=-1865(B) 24=-1847(B) 25=-192(F) 26=-1829(B) 28=-192(F) 29=-1853(B) 30=-2120(F=-192, B=-1929) 31=-2130(F=-202, B=-1929) 32=-2118(F=-202, B=-1916) 33=-2096(F=-202, B=-1894) 34=-2239(F=-202, B=-2037) 35=-2132(F=-72, B=-2060) 36=-2095(F=-60, B=-2035) 37=-1750(B) 38=-1879(F=-40, B=-1838) May 16,2019 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 B19900893 Truss TG02 Truss Type Hip Girder Qty 1 Ply 3 lot# 298 Jacksons Grant Job Reference (optional) I37107707 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-b9qJxwpB_pwY4Ug2VMFMruDRSaxHxIOqr61pANzG_Nk Scale = 1:30.7 1 2 3 4 5 9 8 7 6 10 11 12 13 3x6 4x8 4x6 2x4 3x4 6x6 3x6 5x8 Special Special Special Special Special Special Special Special Special 3-2-6 3-2-6 6-3-3 3-0-13 9-5-10 3-2-7 3-2-6 3-2-6 6-3-3 3-0-13 9-5-10 3-2-7 10-8-2 1-2-8 1-3-124-6-21-3-124-6-212.00 12 Plate Offsets (X,Y)-- [2:0-6-8,0-2-0], [3:0-4-8,0-2-0], [7:0-2-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.38 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 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 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=3624/0-3-8, 6=4779/0-3-8 Max Horz 9=-98(LC 15) Max Uplift 9=-439(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3936/531, 2-3=-3005/169, 3-4=-4215/205, 1-9=-3679/481, 4-6=-3986/222 BOT CHORD 7-8=-411/2799 WEBS 2-8=-653/2234, 2-7=-3/461, 3-7=-55/2724, 1-8=-379/2737, 4-7=-200/2808 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=439. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 58 lb up at 3-2-6, and 67 lb down and 54 lb up at 5-3-2, and 61 lb down and 58 lb up at 6-3-3 on top chord, and 160 lb down and 98 lb up at 3-3-2, 3866 lb down and 845 lb up at 4-1-0, 160 lb down and 98 lb up at 5-3-2, 1555 lb down at 6-0-4, and 160 lb down and 98 lb up at 6-2-7, and 1561 lb down at 8-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. May 16,2019 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 B19900893 Truss TG02 Truss Type Hip Girder Qty 1 Ply 3 lot# 298 Jacksons Grant Job Reference (optional) I37107707 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:35 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-b9qJxwpB_pwY4Ug2VMFMruDRSaxHxIOqr61pANzG_Nk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 2=-42(B) 3=-42(B) 8=-160(B) 7=-1715(F=-1555, B=-160) 10=-42(B) 11=-3866(F) 12=-160(B) 13=-1561(F) May 16,2019 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 B19900893 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 lot# 298 Jacksons Grant Job Reference (optional) I37107708 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-XXy3McrRWRAFJoqRdnIqwJJgvNVGP6a7IQWwFGzG_Ni Scale = 1:77.8 1 2 3 4 5 6 7 8 9 102221 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4x8 5x6 6x10 5x12 5x6 2x4 4x10 3x4 2x4 3x6 4x8 4x8 6x8 8x10 5x12 8x8 5x6 5x12 10x10 4x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 2-3-8 2-3-8 8-4-14 6-1-6 13-3-8 4-10-10 15-7-11 2-4-3 21-7-0 5-11-5 30-9-14 9-2-14 39-2-0 8-4-2 2-3-8 2-3-8 8-4-14 6-1-6 13-2-14 4-10-0 15-7-11 2-4-13 21-7-0 5-11-5 26-2-7 4-7-7 30-9-14 4-7-7 39-2-0 8-4-2 40-4-8 1-2-8 1-0-108-0-126-0-1210-0-121-1-52-0-03-0-02-0-010-0-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [4:0-7-5,Edge], [8:0-4-4,0-2-0], [11:Edge,0-8-6], [11:0-1-12,0-0-0], [12:0-5-8,0-2-8], [15:0-2-8,0-3-12], [16:0-3-8,0-3-0], [18:0-7-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.91 0.85 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.61 0.25 (loc) 15-16 15-16 11 l/defl >999 >762 n/a L/d 240 180 n/a PLATES MT20 Weight: 473 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-21,4-17,6-14: 2x4 SPF No.2, 18-20: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 16-18,12-15,7-12,1-20,9-11,9-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 3-4, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=3850/0-5-8, 22=3886/Mechanical Max Horz 22=175(LC 6) Max Uplift 11=-944(LC 7), 22=-833(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6441/1336, 2-3=-5152/1207, 3-4=-3922/979, 4-5=-7021/1687, 5-6=-6511/1597, 6-7=-6473/1590, 7-8=-3577/984, 8-9=-4612/1160, 1-22=-3612/741, 9-11=-3424/847 BOT CHORD 21-22=-82/371, 2-20=-196/938, 19-20=-1025/5179, 18-19=-1043/5225, 4-18=-1456/6070, 16-17=-78/407, 15-16=-1342/6414, 14-15=-174/526, 6-15=-336/77, 12-14=-78/266, 11-12=-311/1039 WEBS 2-19=-1353/283, 3-19=-700/2899, 4-19=-2266/510, 16-18=-1461/6941, 5-18=-2521/679, 5-16=-2572/558, 12-15=-972/4670, 7-15=-571/2683, 7-12=-2641/540, 8-12=-647/2466, 1-20=-960/4713, 9-12=-586/2371 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=944, 22=833. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 16,2019 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 B19900893 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 lot# 298 Jacksons Grant Job Reference (optional) I37107708 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:37 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-XXy3McrRWRAFJoqRdnIqwJJgvNVGP6a7IQWwFGzG_Ni NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 52 lb up at 0-10-12, 230 lb down and 49 lb up at 2-10-12, 230 lb down and 63 lb up at 4-5-12, 230 lb down and 86 lb up at 6-5-12, 230 lb down and 110 lb up at 8-5-12, 230 lb down and 110 lb up at 10-5-12, 230 lb down and 110 lb up at 12-5-12, 230 lb down and 96 lb up at 14-5-12, 230 lb down and 71 lb up at 16-5-12, 230 lb down and 68 lb up at 18-5-0, 230 lb down and 61 lb up at 20-4-4, 238 lb down and 110 lb up at 22-4-4, 230 lb down and 111 lb up at 24-4-4, 230 lb down and 111 lb up at 26-4-4, 230 lb down and 111 lb up at 28-4-4, 230 lb down and 111 lb up at 30-4-4, 230 lb down and 92 lb up at 32-4-4, and 230 lb down and 73 lb up at 33-11-4, and 397 lb down and 186 lb up at 35-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 5-8=-60, 8-9=-60, 9-10=-60, 21-22=-20, 18-20=-20, 15-17=-20, 11-14=-20 Concentrated Loads (lb) Vert: 13=-230(F) 19=-230(F) 12=-230(F) 26=-232(F) 27=-230(F) 28=-230(F) 29=-230(F) 30=-230(F) 31=-230(F) 32=-230(F) 33=-230(F) 34=-230(F) 35=-230(F) 36=-238(F) 37=-230(F) 38=-230(F) 39=-230(F) 40=-230(F) 41=-397(F) May 16,2019 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 B19900893 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107709 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-?kWSZys3HkI6xyPdBVp3TXrqEnp38X0HX4GTnizG_Nh Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 3x6 6x8 5x6 8x14 MT18HS 2x4 6x6 10x10 4x8 3x6 6x6 4x6 4x8 4x8 10x10 5x8 5x8 Special Special Special Special Special Special 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 31-6-14 10-2-12 41-6-0 9-11-2 -1-2-8 1-2-8 6-8-3 6-8-3 13-0-13 6-4-11 21-4-3 8-3-6 26-5-9 5-1-6 31-6-14 5-1-6 36-4-11 4-9-13 41-6-0 5-1-5 1-1-53-5-1212-0-03-5-1212-0-010.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-8], [6:0-3-0,0-2-1], [7:0-1-0,0-1-12], [8:0-3-8,Edge], [18:Edge,0-8-6], [18:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 1.00 0.95 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.49 -1.00 0.10 (loc) 12-14 12-14 11 l/defl >999 >496 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 232 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11,4-17,9-11,2-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-0-1 max.): 5-6, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-14, 7-14 2 Rows at 1/3 pts 9-11 REACTIONS.(lb/size)11=1858/Mechanical, 18=2010/0-3-8 Max Horz 18=256(LC 6) Max Uplift 11=-110(LC 7), 18=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2430/38, 4-5=-2143/121, 5-6=-1805/130, 6-7=-2436/130, 7-8=-6338/194, 8-9=-4636/84, 2-18=-1930/58 BOT CHORD 17-18=-174/364, 16-17=0/1769, 14-16=0/1553, 12-14=0/2537, 11-12=-86/2659 WEBS 4-16=-327/97, 5-16=0/515, 5-14=-22/543, 6-14=-3/1101, 7-14=-1277/152, 7-12=-118/3942, 8-12=-4262/157, 9-12=0/2373, 9-11=-3095/127, 2-17=0/1416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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 8 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 11=110. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 45 lb up at 35-9-12, and 48 lb down and 45 lb up at 37-9-12, and 48 lb down and 45 lb up at 39-9-12 on top chord, and 12 lb down and 25 lb up at 35-9-12, and 12 lb down and 25 lb up at 37-9-12, and 12 lb down and 25 lb up at 39-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 May 16,2019 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 B19900893 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107709 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:38 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-?kWSZys3HkI6xyPdBVp3TXrqEnp38X0HX4GTnizG_Nh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 8-10=-60, 17-18=-20, 17-23=-60, 16-23=-20, 16-24=-60, 24-25=-20, 25-26=-60, 11-26=-20 Concentrated Loads (lb) Vert: 27=3(B) 28=3(B) 29=3(B) May 16,2019 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 B19900893 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 lot# 298 Jacksons Grant Job Reference (optional) I37107710 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-Tw3qnIth22QzZ5_pkCKI0kO6JB9et?JQmk?1J8zG_Ng Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5x8 3x4 8x8 10x10 2x4 3x4 2x4 3x6 4x8 4x8 8x8 5x12 6x16 4x6 3x6 2x4 3x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 7-7-5 7-7-5 12-2-8 4-7-3 16-9-8 4-7-0 26-9-11 10-0-3 31-11-4 5-1-9 32-1-0 0-1-12 33-2-11 1-1-11 -1-2-8 1-2-8 7-7-5 7-7-5 12-2-8 4-7-3 16-9-8 4-7-0 21-9-10 5-0-2 26-9-11 5-0-2 33-2-11 6-5-0 1-1-57-5-62-1-42-0-07-5-610.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0], [8:0-6-4,0-2-0], [15:0-4-12,0-2-12], [16:0-6-0,0-5-0], [18:0-1-12,0-1-8], [19:Edge,0-8-6], [19:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.53 0.92 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.23 -0.47 0.16 (loc) 12-14 12-14 11 l/defl >999 >810 n/a L/d 240 180 n/a PLATES MT20 Weight: 389 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-17,5-14: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 12-15,7-12,8-11,2-19: 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 (5-7-7 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=3084/0-3-8, 11=3274/0-3-8 Max Horz 19=156(LC 6) Max Uplift 19=-848(LC 7), 11=-832(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3605/1034, 3-4=-4835/1414, 4-5=-4869/1435, 5-7=-4846/1428, 7-8=-2229/711, 8-9=-302/139, 2-19=-2735/765, 9-10=-411/61 BOT CHORD 18-19=-340/862, 4-16=-316/72, 15-16=-1349/4879, 14-15=-133/442, 5-15=-289/60, 11-12=-567/2108 WEBS 3-18=-507/82, 16-18=-828/2930, 3-16=-869/3227, 12-15=-872/3232, 7-15=-589/2074, 7-12=-2177/595, 8-12=-720/2440, 8-11=-3281/880, 2-18=-532/1882, 9-11=-139/253 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=848, 11=832. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 16,2019 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 B19900893 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 lot# 298 Jacksons Grant Job Reference (optional) I37107710 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:39 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-Tw3qnIth22QzZ5_pkCKI0kO6JB9et?JQmk?1J8zG_Ng NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 339 lb down and 167 lb up at 3-2-12, 204 lb down and 75 lb up at 5-2-12, 204 lb down and 93 lb up at 6-6-12, 204 lb down and 105 lb up at 7-8-1, 204 lb down and 105 lb up at 9-8-1, 204 lb down and 105 lb up at 11-8-1, 172 lb down and 87 lb up at 13-8-1, 172 lb down and 87 lb up at 15-8-1, 204 lb down and 105 lb up at 16-11-4, 204 lb down and 105 lb up at 18-8-15, 204 lb down and 105 lb up at 20-8-15, 204 lb down and 105 lb up at 22-8-15, 204 lb down and 105 lb up at 24-8-15, 204 lb down and 105 lb up at 26-8-15, 204 lb down and 93 lb up at 27-10-4, and 204 lb down and 75 lb up at 29-2-4, and 204 lb down and 53 lb up at 31-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-8=-60, 8-9=-60, 17-19=-20, 15-16=-20, 14-35=-20, 35-37=-60, 10-37=-20 Concentrated Loads (lb) Vert: 18=-204(F) 12=-204(F) 15=-204(F) 24=-339(F) 25=-204(F) 26=-204(F) 27=-204(F) 28=-204(F) 29=-172(F) 30=-172(F) 31=-204(F) 32=-204(F) 33=-204(F) 34=-204(F) 36=-204(F) 37=-204(F) 38=-204(F) May 16,2019 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 B19900893 Truss TG06 Truss Type Common Girder Qty 1 Ply 2 lot# 298 Jacksons Grant Job Reference (optional) I37107711 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-QJBaC_uyafghoP8CsdMm59TL4_yPL5EjD2U7O1zG_Ne Scale: 3/16"=1' 1 2 3 4 5 9 8 7 610111213141516 4x6 3x6 4x8 4x8 6x6 3x6 6x6 Special Special Special Special Special Special Special Special 8-9-4 8-9-4 17-6-8 8-9-4 -1-2-8 1-2-8 8-9-4 8-9-4 17-6-8 8-9-4 18-9-0 1-2-8 1-3-1210-1-01-3-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.96 0.46 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.17 0.01 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=1508/0-3-8, 6=1151/0-3-8 Max Horz 9=-205(LC 5) Max Uplift 9=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1137/43, 3-4=-1137/43, 2-9=-1030/50, 4-6=-1056/56 BOT CHORD 7-9=-252/655, 6-7=-159/422 WEBS 3-7=0/853, 2-7=-230/334, 4-7=-249/527 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 17 lb up at 1-1-11, 202 lb down and 17 lb up at 3-1-11, 202 lb down and 17 lb up at 5-1-11, 202 lb down and 17 lb up at 7-1-11, 126 lb down at 9-1-11, 115 lb down at 11-1-11, and 71 lb down at 13-1-11, and 71 lb down at 15-1-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Continued on page 2 May 16,2019 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 B19900893 Truss TG06 Truss Type Common Girder Qty 1 Ply 2 lot# 298 Jacksons Grant Job Reference (optional) I37107711 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:41 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-QJBaC_uyafghoP8CsdMm59TL4_yPL5EjD2U7O1zG_Ne LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-202(B) 10=-202(B) 11=-202(B) 12=-202(B) 13=-126(B) 14=-115(B) 15=-35(B) 16=-33(B) May 16,2019 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 B19900893 Truss TG07 Truss Type Flat Girder Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107712 8.220 s May 29 2018 MiTek Industries, Inc. Thu May 16 11:58:38 2019 Page 1 Probuild, Morresville, ind. ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-_QrJLc?uXuOGxjLTS4kq5mw_xSShRxsh2lcX1JzFx1? Scale = 1:24.6 1 2 4 3 5 6 7 8 2x4 6x6 3x6 4x6 Special Special Special Special Special Special 5-10-0 5-10-0 5-10-0 5-10-0 3-7-133-4-53-4-53-7-13LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.60 0.17 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 -0.00 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical. (lb) - Max Horz 4=85(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 1, 2, 3 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 50 lb up at 1-8-4, and 1 lb down and 50 lb up at 3-8-4, and 12 lb down and 47 lb up at 5-8-4 on top chord, and 0 lb down and 25 lb up at 1-8-4, and 0 lb down and 25 lb up at 3-8-4, and 19 lb down and 20 lb up at 5-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 2=-12(F) 3=-7(F) 7=2(F) 8=2(F) May 16,2019 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 B19900893 Truss TG08 Truss Type Hip Girder Qty 1 Ply 2 lot# 298 Jacksons Grant Job Reference (optional) I37107713 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-MhJLcfwC6HwP2jHbz2PEAaYmsoc0ps90hMzESwzG_Nc Scale = 1:71.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 5x6 5x10 MT18HS 6x10 10x10 4x8 8x8 4x8 3x4 6x6 6x6 3x4 Special Special Special Special Special Special Special Special Special Special Special 9-4-13 9-4-13 13-7-3 4-2-6 23-0-0 9-4-13 -1-2-8 1-2-8 4-10-2 4-10-2 9-4-13 4-6-10 13-7-3 4-2-6 18-1-14 4-6-10 23-0-0 4-10-2 24-2-8 1-2-8 2-9-1510-7-152-9-1510-7-1510.00 12 Plate Offsets (X,Y)-- [3:0-3-7,0-2-0], [4:0-3-0,0-2-1], [5:0-5-12,0-1-0], [6:0-3-7,0-2-0], [10:0-3-8,0-5-12], [11:0-5-0,0-6-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.58 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.30 0.02 (loc) 9-10 9-10 9 l/defl >999 >910 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 392 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-11,6-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-9 REACTIONS.(lb/size)13=7912/0-3-8, 9=7272/0-3-8 Max Horz 13=-211(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-493/48, 3-4=-6053/0, 4-5=-4626/0, 5-6=-5952/0, 6-7=-495/48, 2-13=-502/67, 7-9=-502/67 BOT CHORD 11-13=0/3836, 10-11=0/4542, 9-10=0/3774 WEBS 3-11=0/1311, 4-11=0/3560, 5-11=-13/299, 5-10=0/3301, 6-10=0/1280, 3-13=-5951/0, 6-9=-5843/0 NOTES- 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1184 lb down at 0-11-4, 1165 lb down at 2-11-4, 1142 lb down at 4-11-4, 1169 lb down at 6-11-4, 1182 lb down at 8-11-4, 1166 lb down at 10-11-4, 1154 lb down at 12-11-4, 1182 lb down at 14-11-4, 1152 lb down at 16-11-4, and 1142 lb down at 18-11-4, and 1182 lb down at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 16,2019 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 B19900893 Truss TG08 Truss Type Hip Girder Qty 1 Ply 2 lot# 298 Jacksons Grant Job Reference (optional) I37107713 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:43 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-MhJLcfwC6HwP2jHbz2PEAaYmsoc0ps90hMzESwzG_Nc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 13-17=-20, 17-19=-60, 19-21=-20, 10-21=-60, 10-24=-20, 24-27=-60, 9-27=-20 Concentrated Loads (lb) Vert: 12=-1169(F) 16=-1184(F) 17=-1165(F) 18=-1142(F) 20=-1182(F) 21=-1166(F) 22=-1154(F) 23=-1182(F) 25=-1152(F) 26=-1142(F) 28=-1182(F) May 16,2019 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 B19900893 Truss V01 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107714 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-qttjq?wqta2GftsnXlwTjo51vC2qYPz9v0jo_MzG_Nb Scale = 1:40.3 1 2 3 4 5 6 10 9 8 7 11 12 13 143x4 3x4 15-6-6 15-6-6 7-0-4 7-0-4 15-6-6 8-6-1 0-0-47-0-412.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.16 0.30 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: 60 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, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-2. (lb) - Max Horz 1=188(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=519(LC 1), 9=472(LC 1), 10=377(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-311/122 WEBS 5-8=-261/83 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-6-6, Interior(1) 3-6-6 to 7-0-4, Exterior(2) 7-0-4 to 11-6-6, Interior(1) 11-6-6 to 15-4-10 zone; cantilever left and right exposed ; end 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 8, 9, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss V02 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107715 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-qttjq?wqta2GftsnXlwTjo5??C1WYP99v0jo_MzG_Nb Scale = 1:43.7 1 2 3 4 5 8 7 6 9 10 11 12 13 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-10-6 13-10-6 7-0-4 7-0-4 13-10-6 6-10-1 0-0-47-0-412.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.24 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud 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, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-10-2. (lb) - Max Horz 1=188(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=510(LC 14), 8=518(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/123 WEBS 4-7=-250/91, 2-8=-319/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 7-0-4, Exterior(2) 7-0-4 to 11-3-3, Interior(1) 11-3-3 to 13-8-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss V03 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107716 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-I4R51LxSeuA7H0Rz5TRiF?eAYbOwHsOJ8gSLXozG_Na Scale = 1:43.7 1 2 3 4 5 8 7 6 9 10 11 12 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 12-2-6 12-2-6 7-0-4 7-0-4 12-2-6 5-2-1 0-0-47-0-412.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.16 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud 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, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-2-2. (lb) - Max Horz 1=188(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=517(LC 1), 8=421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-311/119 WEBS 4-7=-251/175, 2-8=-251/212 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 7-0-4, Exterior(2) 7-0-4 to 11-3-3, Interior(1) 11-3-3 to 12-0-10 zone; cantilever left and right exposed ; end 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss V04 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107717 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-I4R51LxSeuA7H0Rz5TRiF?eBzbO3Ht6J8gSLXozG_Na Scale = 1:43.7 1 2 3 4 5 8 7 6 9 10 113x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 10-6-6 10-6-6 7-0-4 7-0-4 10-6-6 3-6-1 0-0-47-0-412.00 12 Plate Offsets (X,Y)-- [4:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.16 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud 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, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-6-2. (lb) - Max Horz 1=188(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=511(LC 1), 8=296(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-347/128 WEBS 3-7=-254/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 7-0-4, Exterior(2) 7-0-4 to 10-4-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss V05 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107718 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-mG_TFhy4PCI_vA09fAyxoDAM4?kp0KcSNJCu3EzG_NZ Scale = 1:44.9 1 2 3 4 5 8 7 6 9 10 2x4 3x4 2x4 3x4 2x4 4x6 2x4 2x4 8-10-6 8-10-6 7-0-4 7-0-4 8-1-15 1-1-11 8-10-6 0-8-7 0-0-47-0-46-3-147-0-412.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.19 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 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, 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.All bearings 8-10-2. (lb) - Max Horz 1=181(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8 except 6=-183(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=444(LC 1), 8=445(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-288/123 WEBS 4-7=-208/264, 2-8=-269/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 7-0-4, Exterior(2) 7-0-4 to 8-8-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 8 except (jt=lb) 6=183. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 16,2019 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 B19900893 Truss V06 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107719 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-ESYrS1zi9VQrWKbMCuTAKQjTNP_9lovbczxSbhzG_NY Scale = 1:42.0 1 2 3 5 4 6 7 2x4 4x6 2x4 2x4 2x4 7-2-6 7-2-6 5-11-2 5-11-2 7-2-6 1-3-4 0-0-45-11-24-7-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.53 0.56 0.16 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: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud 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.(lb/size)1=211/7-2-2, 4=-13/7-2-2, 5=337/7-2-2 Max Horz 1=144(LC 8) Max Uplift 1=-6(LC 9), 4=-88(LC 9), 5=-22(LC 8) Max Grav 1=211(LC 1), 4=35(LC 8), 5=340(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-11-2, Exterior(2) 5-11-2 to 7-0-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V07 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107720 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-ESYrS1zi9VQrWKbMCuTAKQjTZP2slpLbczxSbhzG_NY Scale = 1:30.6 1 2 3 5 4 6 7 2x4 4x6 2x4 2x4 2x4 5-6-6 5-6-6 4-3-2 4-3-2 5-6-6 1-3-4 0-0-44-3-22-11-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.51 0.26 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=148/5-6-2, 4=18/5-6-2, 5=236/5-6-2 Max Horz 1=98(LC 8) Max Uplift 1=-9(LC 9), 4=-54(LC 9), 5=-17(LC 8) Max Grav 1=148(LC 1), 4=37(LC 8), 5=236(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-3-2, Exterior(2) 4-3-2 to 5-4-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V08 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107721 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-jf6DgN_LwpYh8UAYmb_PteGkipRvUH9lqdh?77zG_NX Scale: 3/4"=1' 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 3-10-6 3-10-6 2-7-2 2-7-2 3-10-6 1-3-4 0-0-42-7-21-3-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.08 0.03 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=85/3-10-2, 4=37/3-10-2, 5=147/3-10-2 Max Horz 1=51(LC 8) Max Uplift 1=-12(LC 9), 4=-28(LC 9), 5=-3(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V09 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107722 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-jf6DgN_LwpYh8UAYmb_PteGm9pSiUHblqdh?77zG_NX Scale = 1:7.4 1 2 3 2x4 3x4 2x4 1-9-15 1-9-15 1-10-3 0-0-4 0-11-2 0-11-2 1-10-3 0-11-2 0-0-40-11-20-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.01 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=46/1-9-11, 3=46/1-9-11 Max Horz 1=10(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V10 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107723 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-Brgctj_zh7gYmelkKIVeQroq?DjiDkru3HQYgZzG_NW Scale = 1:35.6 1 2 3 4 5 6 3x4 4x8 2x4 5-8-1 5-8-1 5-4-6 5-4-6 5-8-1 0-3-11 0-0-45-4-65-0-1112.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-0], [3:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.45 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=207/5-7-13, 4=207/5-7-13 Max Horz 1=138(LC 8) Max Uplift 4=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-4-6, Exterior(2) 5-4-6 to 5-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V11 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107724 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-Brgctj_zh7gYmelkKIVeQrouvDmnDkru3HQYgZzG_NW Scale = 1:21.5 1 2 3 4 5 6 2x4 4x6 2x4 4-0-1 4-0-1 3-8-6 3-8-6 4-0-1 0-3-11 0-0-43-8-63-4-1112.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-0], [3:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.17 0.00 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=140/3-11-13, 4=140/3-11-13 Max Horz 1=92(LC 8) Max Uplift 4=-26(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 3-8-6, Exterior(2) 3-8-6 to 3-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V12 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107725 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-f1E_53?bSQoPNoKxt01ty3L6?c8vyB52IxA6C0zG_NV Scale = 1:13.1 1 2 3 4 2x4 4x6 2x4 2-4-1 2-4-1 2-0-6 2-0-6 2-4-1 0-3-11 0-0-42-0-61-8-1112.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-0], [3:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.05 0.00 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=74/2-3-13, 4=74/2-3-13 Max Horz 1=45(LC 8) Max Uplift 4=-10(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V13 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107726 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-7EoMIP0DDkxG?xv7RjY6VGuF90QshbBBWbvfkSzG_NU Scale = 1:56.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x4 21-11-14 21-11-14 22-0-3 0-0-5 11-0-1 11-0-1 22-0-3 11-0-1 0-0-49-2-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.19 0.20 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: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-11-9. (lb) - Max Horz 1=-149(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=418(LC 1), 11=424(LC 13), 13=279(LC 1), 9=424(LC 14), 8=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-265/137, 5-9=-265/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 11-0-1, Exterior(2) 11-0-1 to 14-0-1, Interior(1) 14-0-1 to 21-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 13, 9, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V14 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107727 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-7EoMIP0DDkxG?xv7RjY6VGuES0P0hctBWbvfkSzG_NU Scale = 1:47.3 1 2 3 4 5 9 8 7 6 10 11 12 13 14 153x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 17-2-9 17-2-4 8-7-5 8-7-5 17-2-9 8-7-5 0-0-47-2-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.31 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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 17-1-15. (lb) - Max Horz 1=116(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=389(LC 1), 9=450(LC 13), 6=450(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-290/147, 4-6=-292/148 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 8-7-5, Exterior(2) 8-7-5 to 11-7-5, Interior(1) 11-7-5 to 16-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V15 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107728 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-bQMkVk1r_237d5TJ?R3L1UQJBQkDQ39KlFfDGuzG_NT Scale = 1:33.3 1 2 3 4 5 6 3x6 4x6 3x6 2x4 0-0-5 0-0-5 12-4-15 12-4-11 6-2-8 6-2-8 12-4-15 6-2-8 0-0-45-2-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.38 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=245/12-4-6, 3=245/12-4-6, 4=438/12-4-6 Max Horz 1=82(LC 8) Max Uplift 1=-12(LC 9), 3=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-260/51 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 6-2-8, Exterior(2) 6-2-8 to 9-2-8, Interior(1) 9-2-8 to 12-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V16 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107729 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-bQMkVk1r_237d5TJ?R3L1UQMDQm7Q5tKlFfDGuzG_NT Scale = 1:22.2 1 2 3 4 5 6 7 8 2x4 4x6 2x4 2x4 0-0-5 0-0-5 7-7-6 7-7-1 3-9-11 3-9-11 7-7-6 3-9-11 0-0-43-2-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.39 0.26 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=155/7-6-12, 3=155/7-6-12, 4=235/7-6-12 Max Horz 1=48(LC 8) Max Uplift 1=-15(LC 9), 3=-15(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 3-9-11, Exterior(2) 3-9-11 to 6-9-11, Interior(1) 6-9-11 to 7-2-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V17 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107730 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-3cw6j41TlLB_EF2WZ8aaahzdXq8v9YqU_vOmpLzG_NS Scale = 1:8.6 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 2-9-12 2-9-7 1-4-14 1-4-14 2-9-12 1-4-14 0-0-41-2-10-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=80/2-9-3, 3=80/2-9-3 Max Horz 1=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V18 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107731 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-XpTVwQ25WfJrsPdi6s5p7vWmNETiuzAdDZ8JLnzG_NR Scale = 1:55.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x4 0-0-5 0-0-5 21-4-15 21-4-11 10-8-8 10-8-8 21-4-15 10-8-8 0-0-48-11-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.18 0.19 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: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-4-6. (lb) - Max Horz 1=-145(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=417(LC 1), 11=426(LC 13), 13=267(LC 1), 9=426(LC 14), 8=267(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-266/137, 5-9=-266/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 10-8-8, Exterior(2) 10-8-8 to 13-8-8, Interior(1) 13-8-8 to 21-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 13, 9, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V19 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107732 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-XpTVwQ25WfJrsPdi6s5p7vWmyER8uzjdDZ8JLnzG_NR Scale = 1:45.7 1 2 3 4 5 9 8 7 6 10 11 12 13 14 153x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 16-7-6 16-7-1 8-3-11 8-3-11 16-7-6 8-3-11 0-0-46-11-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.28 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-6-12. (lb) - Max Horz 1=-111(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=380(LC 1), 9=424(LC 13), 6=423(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-279/143, 4-6=-281/144 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 8-3-11, Exterior(2) 8-3-11 to 11-3-11, Interior(1) 11-3-11 to 16-2-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V20 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107733 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-??1t8m3kHzRiUZCugZc2f62rUdmWcQDnRDtttDzG_NQ Scale: 3/8"=1' 1 2 3 4 5 6 7 8 3x6 4x6 3x6 2x4 0-0-5 0-0-5 11-9-12 11-9-7 5-10-14 5-10-14 11-9-12 5-10-14 0-0-44-11-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.34 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=232/11-9-3, 3=232/11-9-3, 4=416/11-9-3 Max Horz 1=78(LC 8) Max Uplift 1=-11(LC 9), 3=-11(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-10-14, Exterior(2) 5-10-14 to 8-10-14, Interior(1) 8-10-14 to 11-4-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V21 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107734 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-??1t8m3kHzRiUZCugZc2f62uVdoVcSinRDtttDzG_NQ Scale = 1:20.9 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 7-0-3 6-11-14 3-6-1 3-6-1 7-0-3 3-6-1 0-0-42-11-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.32 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=141/6-11-9, 3=141/6-11-9, 4=214/6-11-9 Max Horz 1=-44(LC 7) Max Uplift 1=-13(LC 9), 3=-13(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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 B19900893 Truss V22 Truss Type Valley Qty 1 Ply 1 lot# 298 Jacksons Grant Job Reference (optional) I37107735 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 16 08:09:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ToyQ9KrthD6O?XlecUiUIezG?Xd-UBbFL64M2GZZ5jn4EH7HCKb831BKLvawgtdQPfzG_NP Scale = 1:7.4 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 2-2-9 2-2-4 1-1-5 1-1-5 2-2-9 1-1-5 0-0-40-11-10-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=56/2-1-15, 3=56/2-1-15 Max Horz 1=10(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 16,2019 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