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HomeMy WebLinkAboutTLR 002 Seal Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). June 10,2020 Liu, Xuegang Pages or sheets covered by this seal: I41597549 thru I41597610 My license renewal date for the state of Indiana is July 31, 2020. B20001554 FISCHER TLR-002 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 B20001554 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597549 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:44 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-0B41?vzkQspouV2zziAuAXb9MkSp0l5FDZHJW?z7mL1 Scale = 1:14.7 1 2 3 6 5 4 2x4 2x4 2x4 2x4 2-4-15 2-4-15 2-4-15 2-4-15 1-0-02-1-142-4-16.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-3, 5=Mechanical Max Horz 6=54(LC 26) Max Uplift 5=-47(LC 7) Max Grav 6=79(LC 18), 5=110(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) This truss is designed in accordance with the 2018 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) 51 lb down and 50 lb up at 2-4-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-14, 4-6=-20 Concentrated Loads (lb) Vert: 2=-9(B) June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597550 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:44 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-0B41?vzkQspouV2zziAuAXb6gkRE0l5FDZHJW?z7mL1 Scale = 1:16.9 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 3-2-12 3-2-3 -1-9-10 1-9-10 3-2-12 3-2-12 1-0-02-7-42-9-86.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-3, 6=Mechanical Max Horz 7=80(LC 5) Max Uplift 7=-38(LC 8), 6=-19(LC 5) Max Grav 7=242(LC 1), 6=93(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 6) This truss is designed in accordance with the 2018 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) 64 lb down and 32 lb up at 1-0-5 on top chord, and 3 lb down and 2 lb up at 1-0-5 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=2(F) June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597551 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:45 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-VNePDF_MBAxfWfdAXQi7jk7HQ8nTlCLPSC1s3Rz7mL0 Scale = 1:16.9 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 3-2-12 3-2-3 -1-9-10 1-9-10 3-2-12 3-2-12 1-0-02-7-42-9-86.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-3, 6=Mechanical Max Horz 7=80(LC 5) Max Uplift 7=-38(LC 8), 6=-19(LC 5) Max Grav 7=242(LC 1), 6=93(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 6) This truss is designed in accordance with the 2018 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) 64 lb down and 32 lb up at 1-0-5 on top chord, and 3 lb down and 2 lb up at 1-0-5 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=2(B) June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597552 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:46 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-zaCnQb?_yU3W7pBM57DMFygPPY71UfbYgsmPbtz7mL? Scale = 1:20.7 1 2 3 4 7 6 5 8 9 2x4 3x4 2x4 2x4 3-11-8 3-10-15 -2-4-14 2-4-14 3-11-8 3-11-8 1-4-03-4-33-6-66.66 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.40 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-5-3, 6=Mechanical Max Horz 7=105(LC 5) Max Uplift 7=-82(LC 8), 6=-50(LC 5) Max Grav 7=295(LC 1), 6=115(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-257/93 NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 6) This truss is designed in accordance with the 2018 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) 71 lb down and 44 lb up at 1-6-6, and 47 lb down and 107 lb up at 1-6-9 on top chord, and 5 lb down and 2 lb up at 1-6-6, and 20 lb down and 30 lb up at 1-6-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 8=28(B) 9=6(F=2, B=4) June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597553 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:47 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Rml9ex0djnBNlzmYfrkbo9Da9xSGD5qivWWz7Kz7mL_ Scale = 1:20.7 1 2 3 4 7 6 5 8 9 2x4 3x4 2x4 2x4 3-11-8 3-10-15 -2-4-14 2-4-14 3-11-8 3-11-8 1-4-03-4-33-6-66.66 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.40 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-5-3, 6=Mechanical Max Horz 7=105(LC 5) Max Uplift 7=-82(LC 8), 6=-50(LC 5) Max Grav 7=295(LC 1), 6=115(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-257/93 NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 6) This truss is designed in accordance with the 2018 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) 71 lb down and 44 lb up at 1-6-6, and 47 lb down and 107 lb up at 1-6-9 on top chord, and 5 lb down and 2 lb up at 1-6-6, and 20 lb down and 30 lb up at 1-6-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 Concentrated Loads (lb) Vert: 8=28(F) 9=6(F=4, B=2) June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597554 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:48 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-vyJXrH0FU5JEN7LlCYFqKNlpmLnDyY4r8AFWemz7mKz Scale = 1:18.9 1 2 3 6 5 7 8 4 2x4 2x4 2x4 2x4 3-11-8 3-11-8 3-9-0 3-9-0 3-11-8 0-2-8 1-0-02-11-93-2-56.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-3, 4=Mechanical Max Horz 6=80(LC 5) Max Uplift 6=-9(LC 8), 4=-45(LC 5) Max Grav 6=143(LC 32), 4=152(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 6) This truss is designed in accordance with the 2018 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) 51 lb down and 49 lb up at 2-2-5 on top chord, and 8 lb down and 11 lb up at 2-2-5 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 8=-1(F) June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss CG08 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597555 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:49 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-N9tw2d1tFPS5_GwxmGm3taIztl9rh?K?Nq?3BCz7mKy Scale = 1:14.9 1 2 3 4 7 6 5 2x4 3x4 2x4 2x4 2-6-1 2-5-8 -1-9-10 1-9-10 2-3-9 2-3-9 2-6-1 0-2-8 1-0-02-1-142-4-116.66 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-5-3, 5=Mechanical Max Horz 7=71(LC 7) Max Uplift 7=-40(LC 10), 5=-23(LC 7) Max Grav 7=231(LC 1), 5=57(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(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 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) 7, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597556 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:51 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-JX?gTI37n0ipEa4KuhpXy?NKGZrD9tzHq8UAF5z7mKw Scale = 1:51.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 37 3x8 4x6 3x8 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-0-0 20-0-0 -1-0-0 1-0-0 10-0-0 10-0-0 20-0-0 10-0-0 21-4-0 1-4-0 0-10-117-6-110-10-118.00 12 Plate Offsets (X,Y)-- [18:0-4-12,0-1-8], [28:0-3-0,0-3-0], [36:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.05 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 109 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 20-0-0. (lb) - Max Horz 36=-155(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 29, 30, 31, 32, 33, 34, 27, 26, 25, 24, 23, 22, 21 except 36=-129(LC 6), 35=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 36, 20, 28, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 7-0-0, Corner(3R) 7-0-0 to 13-0-0, Exterior(2N) 13-0-0 to 18-4-0, Corner(3E) 18-4-0 to 21-4-0 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 29, 30, 31, 32, 33, 34, 27, 26, 25, 24, 23, 22, 21 except (jt=lb) 36=129, 35=127. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597557 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:52 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-nkZ2he3lYKqfrkfWROKmVDwSTyBMuLGR3oDknXz7mKv Scale = 1:15.0 2 3 1 4 7 6 5 2x4 2x4 2x4 2x4 6x10 2x4 -0-3-8 0-3-8 1-4-11 1-4-11 -2-0-0 2-0-0 1-4-11 1-4-11 1-0-01-6-912.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-7-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.05 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E 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 1-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-8-3, 7=1-8-3, 6=1-8-3 Max Horz 7=80(LC 9) Max Uplift 5=-143(LC 1), 7=-50(LC 6), 6=-74(LC 10) Max Grav 5=66(LC 6), 7=199(LC 1), 6=141(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-262/126 WEBS 2-6=-80/297 NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -2-0-0 to 1-2-15 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6 except (jt=lb) 5=143. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss GE04 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597558 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:53 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Gw7Qu_4NJdyWTuEi?5r?1QTf0MVodnBaHSzHKzz7mKu Scale = 1:44.2 2 3 5 6 7 1 4 8 9 20 19 18 17 16 15 14 13 12 11 10 27 28 4x6 4x6 3x4 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-0-0 1-0-0 10-3-0 9-3-0 11-3-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 5-7-8 4-7-8 10-3-0 4-7-8 11-3-0 1-0-0 13-3-0 2-0-0 1-0-06-7-81-0-012.00 12 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 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 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-0. (lb) - Max Horz 20=131(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 10=-105(LC 7), 20=-106(LC 6), 19=-282(LC 10), 11=-281(LC 11) Max Grav All reactions 250 lb or less at joint(s) 19, 11, 15, 16, 17, 18, 14, 13, 12 except 10=395(LC 1), 20=395(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/78, 6-7=-256/78, 7-10=-324/101, 2-20=-324/102 WEBS 4-19=-208/272, 3-4=-235/336, 8-11=-208/272, 6-8=-235/336 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 3-1-12, Exterior(2R) 3-1-12 to 8-1-4, Exterior(2E) 8-1-4 to 13-3-0 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 10, 106 lb uplift at joint 20, 282 lb uplift at joint 19 and 281 lb uplift at joint 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss GE05 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597559 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:56 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-gVoZX07GbYK5KLyHgEOif358daUIq1f1_QBxxIz7mKr Scale = 1:89.1 2 3 5 6 7 8 9 1 4 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 26 43 44 45 46 47 48 49 4x6 2x4 4x6 4x6 2x4 4x6 4x6 2x4 3x4 2x4 3x4 2x4 3x4 5x8 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-11-710-4-0 1-0-0 1-0-0 5-10-0 4-10-0 10-11-8 5-1-8 21-7-0 10-7-8 22-7-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 5-7-12 4-7-12 5-10-0 0-2-4 11-3-8 5-5-8 16-11-4 5-7-12 21-7-0 4-7-12 22-7-0 1-0-0 24-7-0 2-0-0 1-0-012-3-81-0-012.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-3-14], [7:0-1-8,0-1-8], [9:0-4-15,0-3-14], [22:0-4-0,0-3-0], [34:0-1-12,0-1-0], [36:0-1-12,0-1-0], [38:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.31 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.09 0.01 (loc) 23-24 23-24 12 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-22: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 27-28,33-34: 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 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25,12-13. WEBS 1 Row at midpt 6-22, 7-22 REACTIONS.All bearings 11-7-8 except (jt=length) 25=0-3-8. (lb) - Max Horz 25=-235(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17 except 12=-131(LC 7), 25=-108(LC 10), 13=-170(LC 11), 21=-116(LC 17) Max Grav All reactions 250 lb or less at joint(s) 17, 13, 21, 20, 19, 18, 16, 15, 14 except 12=414(LC 17), 25=670(LC 17), 22=667(LC 18), 22=564(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/14, 3-5=-500/124, 6-7=-272/232, 7-8=-254/129, 9-12=-395/136, 2-25=-669/130 BOT CHORD 23-24=-134/455, 22-23=-134/455 WEBS 22-26=-365/0, 2-24=0/405, 5-26=-402/165, 5-23=0/285 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 3-1-4, Interior(1) 3-1-4 to 8-3-8, Exterior(2R) 8-3-8 to 14-3-8, Interior(1) 14-3-8 to 19-5-12, Exterior(2E) 19-5-12 to 24-7-0 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 12=131, 25=108, 13=170, 21=116. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss GE06 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597560 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:58 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-cuwJxi8W7AapZf6gofRAkUAVvNE?I3LJRkg2?Bz7mKp Scale = 1:55.8 2 3 5 6 7 1 4 8 9 20 19 18 17 16 15 14 13 12 11 10 27 28 29 30 4x6 2x4 2x4 4x6 4x6 4x6 4x6 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-6-0 1-6-0 11-4-8 9-10-8 12-10-8 1-6-0 -2-0-0 2-0-0 1-6-0 1-6-0 6-5-4 4-11-4 11-4-8 4-11-4 12-8-0 1-3-8 12-10-8 0-2-8 14-10-8 2-0-0 2-0-08-5-42-0-012.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-3-14], [7:0-4-15,0-3-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.00 (loc) 9 7-9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,10-11. REACTIONS.All bearings 12-10-8. (lb) - Max Horz 20=173(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 10 except 19=-313(LC 10), 11=-312(LC 11) Max Grav All reactions 250 lb or less at joint(s) 19, 11, 15, 16, 17, 18, 14, 13, 12 except 20=451(LC 18), 10=451(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-271/123, 5-6=-271/123, 7-10=-430/101, 2-20=-430/101 WEBS 3-4=-272/293, 6-8=-271/293 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 3-1-4, Interior(1) 3-1-4 to 3-5-4, Exterior(2R) 3-5-4 to 9-5-4, Interior(1) 9-5-4 to 9-9-4, Exterior(2E) 9-9-4 to 14-10-8 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10 except (jt=lb) 19=313, 11=312. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss GE07 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597561 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:40:59 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-44Ui9298uTigBphsMMyPHhjebnYL1RWTgOQbXdz7mKo Scale = 1:72.7 1 2 3 4 5 6 7 11 10 9 8 15 12 13 14 16 17 3x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2-6-116-8-1112-0-13 12-0-13 12-0-13 12-0-13 0-0-412-0-1312.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.16 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 JOINTS 1 Brace at Jt(s): 12 REACTIONS.All bearings 12-0-13. (lb) - Max Horz 1=324(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 11 except 8=-134(LC 10), 1=-183(LC 6), 9=-225(LC 7) Max Grav All reactions 250 lb or less at joint(s) 8, 11 except 1=319(LC 9), 9=535(LC 17), 10=364(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-447/272, 2-3=-456/287, 3-4=-398/256, 8-15=-213/270 WEBS 9-14=-324/321, 13-14=-284/349, 12-13=-270/337, 12-15=-271/339 NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-4-4 to 3-4-4, Exterior(2N) 3-4-4 to 11-11-1 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 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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, 11 except (jt=lb) 8=134, 1=183, 9=225. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J01 Truss Type Jack-Open Qty 7 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597562 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:00 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-YG24MNAmfnqXpzG2v4TeqvFpdBuGm_2cu29943z7mKn Scale = 1:15.1 2 4 1 3 6 5 2x4 4x6 3x12 2x4 1-4-11 1-4-11 -2-0-0 2-0-0 1-4-11 1-4-11 1-0-02-2-32-4-111-10-42-4-1112.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-6-9,0-2-4], [2:0-0-10,0-1-4], [2:1-0-8,Edge], [2:0-5-9,0-0-0], [4:0-3-12,0-0-0], [6:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 5=Mechanical, 4=Mechanical Max Horz 6=100(LC 7) Max Uplift 6=-45(LC 6), 5=-31(LC 7), 4=-75(LC 1) Max Grav 6=274(LC 1), 5=41(LC 17), 4=39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-268/122 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 1-3-7 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) 6, 5, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597563 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:00 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-YG24MNAmfnqXpzG2v4TeqvFtRBvAm_2cu29943z7mKn Scale = 1:15.0 1 4 2 32x4 2x4 1-4-11 1-4-11 1-4-11 1-4-11 1-0-02-4-111-10-32-4-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=32(LC 7) Max Uplift 2=-39(LC 10), 3=-4(LC 10) Max Grav 4=49(LC 19), 2=40(LC 17), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J03 Truss Type Jack-Closed Girder Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597564 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:01 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-1ScSajAPQ5yOQ6rFTn_tM6o?dbBjVRIm7ivicWz7mKm Scale = 1:16.9 1 2 3 4 6 578 2x4 2x4 3x4 2x4 3x6 1-9-13 1-9-13 4-5-13 2-8-0 -1-0-0 1-0-0 1-9-13 1-9-13 4-5-13 2-8-0 1-0-02-8-92-9-132-5-10-3-82-8-912.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 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. (size)6=0-3-8, 5=0-1-8 Max Horz 6=80(LC 5) Max Uplift 6=-53(LC 8), 5=-68(LC 5) Max Grav 6=290(LC 1), 5=221(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) This truss is designed in accordance with the 2018 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) 70 lb down and 43 lb up at 1-9-13, and 84 lb down and 43 lb up at 2-8-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J03 Truss Type Jack-Closed Girder Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597564 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:01 2020 Page 2 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-1ScSajAPQ5yOQ6rFTn_tM6o?dbBjVRIm7ivicWz7mKm LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 7=-57(B) 8=-81(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J04 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597565 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:02 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-VfAqn3B1BO4F2GQR1UV6vKLB?_ZJEuYvMMeF8yz7mKl Scale = 1:23.8 1 2 3 4 6 5 2x4 2x4 3x4 2x4 2x4 3-1-13 3-1-13 4-5-13 1-4-0 -1-0-0 1-0-0 3-1-13 3-1-13 4-5-13 1-4-0 1-0-04-0-04-1-133-8-80-3-84-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 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. (size)6=0-3-8, 5=0-1-8 Max Horz 6=116(LC 7) Max Uplift 6=-13(LC 10), 5=-49(LC 7) Max Grav 6=224(LC 1), 5=149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J05 Truss Type Jack-Closed Qty 11 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597566 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:03 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-zrjC?PCfyiC6gQ?dbC0LRXtL3OvRzLo2b0OpgOz7mKk Scale = 1:30.6 1 2 3 5 4 3x12 3x4 2x4 -1-0-0 1-0-0 4-5-13 4-5-13 1-0-05-5-135-2-50-3-85-5-1312.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-4], [3:Edge,0-1-12], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=152(LC 7) Max Uplift 5=-2(LC 6), 4=-74(LC 7) Max Grav 5=228(LC 18), 4=184(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J06 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597567 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:04 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-R1HbClDHj0KyHaap8vXa_lQZvoGtio2Cpg7MDqz7mKj Scale = 1:17.1 1 2 3 5 4 3x6 2x4 2x4 3-2-12 3-2-12 -1-0-0 1-0-0 3-2-12 3-2-12 0-8-02-9-138.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=77(LC 7) Max Uplift 5=-20(LC 10), 4=-23(LC 10) Max Grav 5=182(LC 1), 4=111(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597568 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:04 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-R1HbClDHj0KyHaap8vXa_lQZkoHkio2Cpg7MDqz7mKj Scale = 1:11.2 1 2 5 3 43x6 1-5-14 1-5-14 -1-0-0 1-0-0 1-5-14 1-5-14 0-8-01-7-151-2-111-7-158.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 10) Max Uplift 5=-14(LC 10), 3=-18(LC 10) Max Grav 5=134(LC 1), 3=21(LC 17), 4=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597569 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:05 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-vErzP5EvUJTpvk80id3pWyykUCdzREIL2KtwlHz7mKi Scale = 1:11.2 1 2 5 3 43x6 1-5-14 1-5-14 -1-0-0 1-0-0 1-5-14 1-5-14 0-8-01-7-151-2-111-7-158.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 10) Max Uplift 5=-14(LC 10), 3=-18(LC 10) Max Grav 5=134(LC 1), 3=21(LC 17), 4=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J09 Truss Type Jack-Open Qty 7 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597570 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:06 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-NQPLdREXFdbgXujCGKa23AVtLcxFAhYVH_cTHjz7mKh Scale = 1:15.0 1 2 5 3 4 3x12 1-4-11 1-4-11 -1-0-0 1-0-0 1-4-11 1-4-11 1-0-02-4-111-10-32-4-1112.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=56(LC 10) Max Uplift 3=-31(LC 10), 4=-9(LC 10) Max Grav 5=133(LC 1), 3=21(LC 17), 4=24(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J11 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597571 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:07 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-rczjqnF90xjX81IOq25HcN21r?G_v8neVeM0p9z7mKg Scale = 1:27.5 1 2 3 4 6 5 3x6 3x6 3x4 3x4 2x4 4-10-11 4-10-11 -1-4-0 1-4-0 3-6-11 3-6-11 4-10-11 1-4-0 1-4-04-8-154-10-124-5-70-3-84-8-1512.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 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. (size)6=0-3-8, 5=0-1-8 Max Horz 6=141(LC 7) Max Uplift 6=-15(LC 10), 5=-63(LC 7) Max Grav 6=261(LC 1), 5=161(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J12 Truss Type Jack-Closed Qty 4 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597572 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:07 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-rczjqnF90xjX81IOq25HcN20W?Grv8neVeM0p9z7mKg Scale = 1:34.2 1 2 3 5 4 3x6 3x6 3x6 2x4 -1-4-0 1-4-0 4-10-11 4-10-11 1-4-06-2-115-11-30-3-86-2-1112.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-2-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.38 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=177(LC 7) Max Uplift 5=-8(LC 6), 4=-90(LC 7) Max Grav 5=268(LC 18), 4=203(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J13 Truss Type Jack-Closed Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597573 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:08 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-JpX527GomErOmBtbNlcW8baF9Pd4eb1okI5aMcz7mKf Scale = 1:20.8 1 2 3 5 4 3x8 2x4 2x4 4-0-1 4-0-1 -1-4-0 1-4-0 4-0-1 4-0-1 0-10-113-6-128.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=100(LC 7) Max Uplift 5=-25(LC 10), 4=-30(LC 10) Max Grav 5=233(LC 1), 4=141(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597574 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:09 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-o?5TFSHQXYzFOLSnxT7lho7MfpzHN2Hxzxr7u2z7mKe Scale = 1:14.3 1 2 5 3 43x4 3x6 0-10-13 0-10-13 -1-4-0 1-4-0 0-10-13 0-10-13 1-4-02-2-131-8-62-2-1312.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=47(LC 10) Max Uplift 3=-42(LC 1), 4=-27(LC 10) Max Grav 5=178(LC 1), 3=10(LC 6), 4=26(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597575 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:10 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-GBesToH2Is560V1zVAe_D0gaFDKl6VX4CbahQUz7mKd Scale = 1:14.4 1 2 5 3 4 3x8 2-0-15 2-0-15 -1-4-0 1-4-0 2-0-15 2-0-15 0-10-112-3-51-10-22-3-58.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=54(LC 10) Max Uplift 5=-15(LC 10), 3=-27(LC 10) Max Grav 5=178(LC 1), 3=33(LC 17), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597576 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:10 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-GBesToH2Is560V1zVAe_D0gXODJW6VX4CbahQUz7mKd Scale = 1:14.3 1 2 5 3 43x4 3x6 0-10-13 0-10-13 -1-4-0 1-4-0 0-10-13 0-10-13 1-4-02-2-131-8-62-2-1312.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=47(LC 10) Max Uplift 3=-42(LC 1), 4=-27(LC 10) Max Grav 5=178(LC 1), 3=10(LC 6), 4=26(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597577 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:11 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-kOCEg8Ig39DzdfcA3t9DmDCl?dg_rynEQFKEyxz7mKc Scale = 1:14.4 1 2 5 3 4 3x8 2-0-15 2-0-15 -1-4-0 1-4-0 2-0-15 2-0-15 0-10-112-3-51-10-22-3-58.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=54(LC 10) Max Uplift 5=-15(LC 10), 3=-27(LC 10) Max Grav 5=178(LC 1), 3=33(LC 17), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597578 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:12 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-CamctUJIqTLqFpBMcbhSJRlwZ0?4aP1Nfv3nVNz7mKb Scale = 1:14.4 1 4 2 32x4 2x4 1-3-2 1-3-2 1-3-2 1-3-2 1-0-02-3-21-8-102-3-212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=30(LC 7) Max Uplift 2=-36(LC 10), 3=-5(LC 10) Max Grav 4=45(LC 19), 2=37(LC 17), 3=22(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T01 Truss Type Common Qty 4 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597579 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:13 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-gmK_5qKwbnThtymYAIChreIzdQACJpDXuZpL1pz7mKa Scale = 1:44.9 1 2 3 4 5 6 7 10 9 8 11 12 4x6 5x10 MT18HS 5x12 2x4 2x4 5x10 MT18HS 10-0-0 10-0-0 20-0-0 10-0-0 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 21-4-0 1-4-0 0-10-117-6-110-10-118.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [6:0-1-3,0-1-12], [8:0-0-0,0-1-12], [8:Edge,0-3-8], [9:0-6-0,0-3-0], [10:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.76 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 8-9 9-10 8 l/defl >999 >641 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 71 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-8: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 8=0-3-8 Max Horz 10=-155(LC 8) Max Uplift 10=-54(LC 10), 8=-60(LC 11) Max Grav 10=790(LC 1), 8=810(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-897/97, 3-4=-697/86, 4-5=-696/86, 5-6=-895/95, 2-10=-690/116, 6-8=-710/127 BOT CHORD 9-10=-74/673, 8-9=0/655 WEBS 4-9=0/473 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 18-4-0, Exterior(2E) 18-4-0 to 21-4-0 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) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 2 = 0%, joint 6 = 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T02 Truss Type HALF HIP Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597580 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:14 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-8zuMIAKYM4bYU6Kkk0jwOsq6dqVZ25ag6DYuZFz7mKZ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 5x6 3x6 2x4 4x6 3x8 2x4 3x4 5x12 2x4 2x4 3x6 3x4 5x8 3x4 4x6 3x4 3x8 4x8 3x6 5x8 0-11-0 0-11-0 2-2-0 1-3-0 5-7-0 3-5-0 10-10-4 5-3-4 16-1-8 5-3-4 26-0-12 9-11-4 36-0-0 9-11-4 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 5-7-0 3-5-0 10-10-4 5-3-4 16-1-8 5-3-4 22-9-13 6-8-5 29-3-11 6-5-13 36-0-0 6-8-5 0-8-04-2-94-4-114-2-90-8-08.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [4:0-1-12,0-1-8], [5:0-3-4,0-1-12], [10:0-2-4,0-1-12], [13:0-3-5,0-2-4], [16:0-4-12,0-3-0], [17:0-2-8,0-1-8], [19:0-5-4,0-2-12], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.82 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.84 0.21 (loc) 13-15 13-15 12 l/defl >999 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 10-12: 2x4 SPF-S Stud SLIDER Left 2x3 SPF No.2 0-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-9 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. WEBS 1 Row at midpt 10-12 REACTIONS. (size)12=0-3-8, 2=0-3-8 Max Horz 2=113(LC 9) Max Uplift 12=-150(LC 7), 2=-84(LC 7) Max Grav 12=1326(LC 1), 2=1382(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1712/106, 3-4=-2984/292, 4-5=-2303/222, 5-6=-3129/339, 6-7=-3654/411, 7-9=-3623/410, 9-10=-2463/215 BOT CHORD 2-21=-166/1133, 18-19=-339/2538, 17-18=-245/1904, 16-17=-383/3127, 12-13=-259/1859 WEBS 4-19=-53/492, 7-16=-322/122, 4-18=-654/106, 5-18=0/296, 13-16=-366/2785, 9-16=-78/702, 9-13=-846/212, 10-13=0/930, 10-12=-2135/276, 6-17=-677/180, 5-17=-198/1479, 6-16=-119/650, 3-21=-702/115, 19-21=-185/1251, 3-19=-169/1375 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-12, Exterior(2R) 2-0-12 to 9-9-15, Interior(1) 9-9-15 to 32-10-12, Exterior(2E) 32-10-12 to 35-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 except (jt=lb) 12=150. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 2 FISCHER TLR-002 Job Reference (optional) I41597581 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:15 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-c9SlWWLB7OjP6GvxIjE9w3NL3E_4nmuqLtIR5iz7mKY Scale = 1:40.1 2 3 5 6 8 1 4 7 9 14 13 12 11 10 15 16 5x6 12x18 MT18HS 12x18 MT18HS 3x4 2x4 3x4 2x4 3x8 2x4 2x4 2-0-0 2-0-0 5-7-8 3-7-8 9-3-0 3-7-8 11-3-0 2-0-0 -2-0-0 2-0-0 2-0-0 2-0-0 3-10-6 1-10-6 5-7-8 1-9-2 7-4-10 1-9-2 9-3-0 1-10-6 11-3-0 2-0-0 13-3-0 2-0-0 1-0-06-7-81-0-012.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-8-4,0-2-12], [3:0-1-12,0-1-8], [6:0-1-12,0-1-8], [8:0-8-4,0-2-12], [10:1-4-0,0-2-0], [10:0-2-9,0-2-9], [14:0-2-9,0-2-9], [14:1-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.22 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-10,2-14: 2x8 SP 2400F 2.0E 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. (size)14=0-3-8, 10=0-3-8 Max Horz 14=128(LC 9) Max Uplift 14=-64(LC 10), 10=-400(LC 11) Max Grav 14=667(LC 1), 10=3777(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-466/130, 3-5=-465/207, 5-6=-922/329, 6-8=-1063/313, 8-10=-3434/1184, 2-14=-589/250, 8-9=-225/776 BOT CHORD 13-14=-31/334, 12-13=-31/335, 11-12=0/274, 10-11=0/258 WEBS 7-11=-327/161, 6-7=-910/363 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 3-3-10, Exterior(2R) 3-3-10 to 7-11-6, Exterior(2E) 7-11-6 to 13-3-0 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 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 10=400. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T03 Truss Type ROOF SPECIAL Qty 1 Ply 2 FISCHER TLR-002 Job Reference (optional) I41597581 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:15 2020 Page 2 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-c9SlWWLB7OjP6GvxIjE9w3NL3E_4nmuqLtIR5iz7mKY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-54, 10-14=-20, 1-2=-54 Trapezoidal Loads (plf) Vert: 5=-114(F=-60)-to-8=-654(F=-600), 8=-665(F=-611)-to-9=-774(F=-720) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T04 Truss Type Roof Special Qty 3 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597582 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:17 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-ZXaVxBNRf?z6La3JP8Gd0USkx1coFbT6pBnYAaz7mKW Scale = 1:77.7 2 3 5 6 7 8 9 1 4 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 4x6 2x4 2x4 4x6 4x6 2x4 4x6 2x4 4x6 4x6 2x4 3x4 2x4 3x4 2x4 4x6 2x4 5x8 1-0-0 1-0-0 5-7-12 4-7-12 11-3-8 5-7-12 16-11-4 5-7-12 21-7-0 4-7-12 22-7-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 5-7-12 4-7-12 11-3-8 5-7-12 16-11-4 5-7-12 21-7-0 4-7-12 22-7-0 1-0-0 24-7-0 2-0-0 1-0-012-3-81-0-012.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-3-14], [5:0-1-8,0-1-8], [7:0-1-8,0-1-8], [9:0-4-15,0-3-14], [13:0-2-8,0-2-0], [15:0-4-0,0-3-0], [17:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.46 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.02 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15 REACTIONS. (size)18=0-3-8, 12=0-3-8 Max Horz 18=235(LC 9) Max Uplift 18=-54(LC 10), 12=-54(LC 11) Max Grav 18=1047(LC 2), 12=1047(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-859/18, 3-5=-1022/122, 5-6=-766/202, 6-7=-766/202, 7-8=-1022/122, 8-9=-858/18, 9-12=-1222/139, 2-18=-1221/139 BOT CHORD 16-17=-61/791, 15-16=-61/791, 14-15=0/695, 13-14=0/695 WEBS 3-4=-293/109, 5-16=0/252, 7-14=0/252, 8-10=-293/109, 2-17=0/881, 9-13=0/885, 6-15=-147/676, 5-15=-363/183, 7-15=-363/183 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 3-1-4, Interior(1) 3-1-4 to 8-3-8, Exterior(2R) 8-3-8 to 14-3-8, Interior(1) 14-3-8 to 19-5-12, Exterior(2E) 19-5-12 to 24-7-0 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) 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) 18, 12. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T05 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597583 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:18 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-1k7t8XO3QJ5zzkeWzrosYi?viR_?_1MG1rW6i1z7mKV Scale = 1:77.7 2 3 5 6 7 8 1 4 14 13 12 11 10 9 15 16 17 18 19 20 4x6 4x6 2x4 2x4 4x6 4x6 3x4 3x4 3x4 3x4 5x8 2x4 3x4 3x4 1-0-0 1-0-0 3-6-0 2-6-0 16-11-4 13-5-4 21-7-0 4-7-12 22-3-8 0-8-8 -2-0-0 2-0-0 1-0-0 1-0-0 3-6-0 2-6-0 5-7-12 2-1-12 11-3-8 5-7-12 16-8-4 5-4-12 16-11-4 0-3-0 21-7-0 4-7-12 22-3-8 0-8-8 1-0-012-3-81-3-812.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-3-14], [3:0-1-8,0-1-8], [5:0-1-8,0-1-8], [7:0-1-8,0-1-8], [8:Edge,0-1-0], [9:Edge,0-2-8], [11:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.34 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 7-11, 5-11 REACTIONS. (size)9=Mechanical, 14=0-3-8 Max Horz 14=243(LC 7) Max Uplift 9=-28(LC 10), 14=-54(LC 10) Max Grav 9=919(LC 17), 14=1003(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-698/37, 3-5=-974/126, 5-6=-740/207, 6-7=-740/209, 7-8=-970/121, 8-9=-839/109, 2-14=-1005/165 BOT CHORD 12-13=-128/646, 11-12=-69/758, 10-11=0/655 WEBS 6-11=-157/650, 7-11=-353/179, 5-11=-366/173, 8-10=0/596, 4-13=-266/46, 3-4=-342/102, 2-13=-3/620 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 3-1-4, Interior(1) 3-1-4 to 8-3-8, Exterior(2R) 8-3-8 to 14-3-8, Interior(1) 14-3-8 to 19-2-4, Exterior(2E) 19-2-4 to 22-2-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T06 Truss Type Roof Special Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597584 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:19 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-VwhFLtOhBdDqbtDiXZJ55vY47rM_jZHPGVGfFTz7mKU Scale = 1:28.9 2 3 5 6 7 1 4 8 9 14 13 12 11 10 15 16 4x6 2x4 2x4 8x16 2x4 8x16 2x4 2x4 2x4 3x4 2x4 3x4 3-0-0 3-0-0 5-1-0 2-1-0 7-2-0 2-1-0 10-2-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 5-1-0 2-1-0 7-2-0 2-1-0 9-8-8 2-6-8 10-2-0 0-5-8 12-2-0 2-0-0 1-0-04-4-111-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.16 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 13 11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-10,2-14: 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 6-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 10=0-3-8 Max Horz 14=92(LC 9) Max Uplift 14=-55(LC 10), 10=-55(LC 11) Max Grav 14=480(LC 1), 10=480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/77, 3-5=-260/152, 5-6=-260/152, 6-7=-290/77, 7-10=-432/209, 2-14=-432/209 WEBS 2-13=-59/274, 7-11=-59/274 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 0-2-12, Interior(1) 0-2-12 to 2-1-0, Exterior(2R) 2-1-0 to 8-1-0, Interior(1) 8-1-0 to 9-11-4, Exterior(2E) 9-11-4 to 12-2-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T07 Truss Type Common Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597585 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:20 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-z6FeZDPJywLhC1ou4GqKd74EOFhjS12ZV9?Cnvz7mKT Scale = 1:25.8 1 2 3 6 5 4 7 8 3x12 4x6 3x12 2x4 5-1-0 5-1-0 10-2-0 5-1-0 5-1-0 5-1-0 10-2-0 5-1-0 1-0-04-4-111-0-08.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-1-4], [3:0-0-13,0-1-4], [3:0-3-8,Edge], [4:0-0-0,0-1-4], [6:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=81(LC 7) Max Uplift 6=-17(LC 10), 4=-17(LC 11) Max Grav 6=368(LC 1), 4=368(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/83, 2-3=-367/83, 1-6=-303/95, 3-4=-303/95 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-1-4, Exterior(2R) 3-1-4 to 7-0-12, Exterior(2E) 7-0-12 to 10-0-12 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T08 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597586 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:22 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-vVNO_vRaTYcPSLyHChsojYAX62GYwjjryTUJroz7mKR Scale = 1:64.9 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 26 27 28 29 30 5x6 5x8 2x4 4x6 3x8 2x4 3x6 2x4 4x6 5x12 2x4 2x4 2x4 2x4 2x4 3x6 3x6 4x8 4x6 5x12 4x8 3x6 5x12 0-11-0 0-11-0 2-2-0 1-3-0 3-8-0 1-6-0 8-7-0 4-11-0 14-7-8 6-0-8 16-1-8 1-6-0 26-0-12 9-11-4 36-0-0 9-11-4 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 3-8-0 1-6-0 8-7-0 4-11-0 14-7-8 6-0-8 16-1-8 1-6-0 22-9-13 6-8-5 29-3-11 6-5-13 36-0-0 6-8-5 0-8-06-2-96-4-116-2-91-4-08.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-2-0], [6:0-2-12,0-1-12], [8:0-2-4,0-3-0], [8:0-0-0,0-1-12], [11:Edge,0-2-8], [13:0-4-0,0-1-8], [18:0-4-0,0-2-8], [20:0-2-8,0-1-8], [21:0-6-0,0-3-0], [23:0-6-0,0-3-0], [25:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.68 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.69 0.23 (loc) 12-13 13-15 12 l/defl >999 >625 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 18-21,12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 10-12: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 0-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-9 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-12 REACTIONS. (size)12=0-3-8, 2=0-3-8 Max Horz 2=169(LC 7) Max Uplift 12=-150(LC 7), 2=-47(LC 7) Max Grav 12=1469(LC 2), 2=1480(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1863/56, 3-4=-3007/214, 4-5=-4038/350, 5-6=-2539/199, 6-7=-2851/290, 7-9=-2849/291, 9-10=-1832/128 BOT CHORD 2-25=-192/1272, 20-21=-431/3426, 19-20=-254/2080, 18-19=-254/2080, 12-13=-193/1345 WEBS 4-23=-753/94, 5-21=-106/1070, 7-18=-448/165, 5-20=-1418/194, 6-20=0/645, 6-18=-203/966, 13-18=-282/2189, 9-18=-98/775, 9-13=-831/198, 10-13=0/999, 10-12=-1786/213, 21-23=-337/2622, 4-21=-117/963, 3-25=-687/119, 23-25=-209/1349, 3-23=-126/1223 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-12, Interior(1) 2-0-12 to 4-4-1, Exterior(2R) 4-4-1 to 12-9-15, Interior(1) 12-9-15 to 32-10-12, Exterior(2E) 32-10-12 to 35-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 except (jt=lb) 12=150. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T09 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597587 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:23 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-NhxmBFRCErkG3VWTmPN1FlihQScUfAw?B7EtOEz7mKQ Scale = 1:73.8 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 26 27 28 29 30 5x6 3x6 3x4 4x6 3x8 2x4 3x6 2x4 4x6 2x4 2x4 2x4 3x4 2x4 3x6 4x8 4x8 5x8 3x4 4x6 5x12 4x8 3x6 5x12 0-11-0 0-11-0 2-2-0 1-3-0 3-8-0 1-6-0 11-7-0 7-11-0 14-7-8 3-0-8 16-1-8 1-6-0 26-0-12 9-11-4 36-0-0 9-11-4 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 3-8-0 1-6-0 11-7-0 7-11-0 14-7-8 3-0-8 16-1-8 1-6-0 22-9-13 6-8-5 29-3-11 6-5-13 36-0-0 6-8-5 0-8-08-2-98-4-118-2-91-4-08.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-2-0], [10:0-3-0,0-1-12], [11:Edge,0-2-8], [13:0-4-0,0-1-12], [18:0-4-12,0-2-8], [20:0-3-12,0-1-12], [21:0-6-4,0-3-0], [23:0-6-0,0-3-0], [25:0-2-0 ,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.70 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.62 0.23 (loc) 12-13 13-15 12 l/defl >999 >689 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 18-21,12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-20: 2x4 SPF-S Stud, 10-12: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 0-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-15 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 7-15, 5-20, 8-13, 10-12 REACTIONS. (size)12=0-3-8, 2=0-3-8 Max Horz 2=225(LC 7) Max Uplift 12=-150(LC 7), 2=-52(LC 10) Max Grav 12=1490(LC 2), 2=1484(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1880/40, 3-4=-2987/157, 4-5=-4118/325, 5-6=-2214/137, 6-7=-1752/139, 7-8=-1987/176, 8-10=-1385/82 BOT CHORD 2-25=-216/1328, 20-21=-491/3591, 19-20=-270/1990, 18-19=-270/1990, 12-13=-165/1015 WEBS 4-23=-708/76, 5-21=-69/1066, 5-20=-1952/373, 6-20=0/916, 7-20=-492/171, 13-18=-228/1640, 8-18=-58/494, 8-13=-725/184, 10-13=0/964, 10-12=-1570/186, 21-23=-338/2583, 4-21=-206/1178, 3-25=-718/132, 23-25=-236/1420, 3-23=-102/1159 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-12, Interior(1) 2-0-12 to 7-4-1, Exterior(2R) 7-4-1 to 15-9-15, Interior(1) 15-9-15 to 32-10-12, Exterior(2E) 32-10-12 to 35-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 except (jt=lb) 12=150. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T10 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597588 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:25 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-K42XcxTSmT__JogstqQVKAo4xGH372DIeRjzS7z7mKO Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 3x6 5x6 3x6 3x4 3x8 3x8 2x4 3x6 2x4 4x6 5x8 2x4 2x4 2x4 2x4 2x4 3x6 4x8 2x4 3x4 4x8 4x6 5x12 4x8 3x6 5x12 0-11-0 0-11-0 2-2-0 1-3-0 3-8-0 1-6-0 9-10-12 6-2-12 14-7-8 4-8-12 16-1-8 1-6-0 25-11-8 9-10-0 36-0-0 10-0-8 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 3-8-0 1-6-0 9-10-12 6-2-12 14-7-0 4-8-4 16-1-8 1-6-8 22-9-8 6-8-0 29-3-0 6-5-8 36-0-0 6-9-0 0-8-010-2-910-4-1110-2-91-4-08.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-2-0], [8:0-3-0,0-1-12], [20:0-2-12,0-2-8], [22:0-3-0,0-1-12], [23:0-6-4,0-3-0], [25:0-6-0,0-3-0], [27:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.69 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.60 0.21 (loc) 14-15 14-15 14 l/defl >999 >721 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-23,14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 13-14,10-15,12-15,12-14,10-20: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 0-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 9-17, 5-22, 10-15, 12-14 REACTIONS. (size)14=0-3-8, 2=0-3-8 Max Horz 2=282(LC 7) Max Uplift 14=-151(LC 7), 2=-68(LC 10) Max Grav 14=1524(LC 2), 2=1520(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1915/58, 3-4=-3094/176, 4-5=-4224/304, 5-7=-2442/101, 7-8=-2405/229, 8-9=-1573/116, 9-10=-1574/116, 10-12=-1135/88 BOT CHORD 2-27=-234/1408, 22-23=-475/3728, 21-22=-225/1512, 20-21=-225/1512, 14-15=-154/829 WEBS 4-25=-777/84, 5-23=-105/1161, 9-20=-292/117, 5-22=-1776/299, 7-22=-285/195, 10-15=-657/176, 12-15=0/962, 12-14=-1470/174, 23-25=-371/2814, 4-23=-133/1086, 8-22=-184/1074, 8-20=-155/445, 15-20=-207/1318, 10-20=-48/468, 3-27=-764/139, 25-27=-255/1497, 3-25=-114/1265 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-12, Interior(1) 2-0-12 to 10-4-1, Exterior(2R) 10-4-1 to 18-9-15, Interior(1) 18-9-15 to 32-10-4, Exterior(2E) 32-10-4 to 35-10-4 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) 2 except (jt=lb) 14=151. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T11 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597589 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:27 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-GTAH1cViI4EiY6qE?ESzQbtMv3vmbzMb6lC4X?z7mKM Scale = 1:99.5 1 2 3 4 5 6 7 8 9 10 11 12 28 27 26 25 24 23 22 19 18 21 20 17 16 15 14 13 29 30 31 32 33 34 3x6 5x6 3x6 4x6 4x6 3x8 2x4 3x6 2x4 4x6 5x8 2x4 2x4 2x4 2x4 2x4 3x6 4x6 3x4 2x4 4x8 3x4 4x6 5x12 4x8 3x6 5x12 0-11-0 0-11-0 2-2-0 1-3-0 3-8-0 1-6-0 10-6-10 6-10-10 14-7-8 4-0-14 16-1-8 1-6-0 17-7-0 1-5-8 26-8-4 9-1-4 36-0-0 9-3-12 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 3-8-0 1-6-0 10-6-10 6-10-10 14-7-8 4-0-14 16-1-8 1-6-0 17-7-0 1-5-8 23-7-13 6-0-13 29-8-11 6-0-13 36-0-0 6-3-5 0-8-012-2-912-4-1112-2-91-4-08.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-2-0], [7:0-1-8,0-1-8], [12:Edge,0-3-8], [13:0-2-12,0-2-0], [14:0-3-14,0-2-0], [18:0-2-8,0-2-12], [23:0-2-8,0-2-0], [24:0-6-4,0-3-0], [26:0-6-0,0-3-0] , [28:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.93 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.63 0.21 (loc) 13-14 13-14 13 l/defl >999 >682 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-24: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 12-13,8-16,9-14,11-14,11-13,9-18: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 0-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-10 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. WEBS 1 Row at midpt 12-13, 5-23, 7-18, 9-14 2 Rows at 1/3 pts 11-13 REACTIONS. (size)13=0-3-8, 2=0-3-8 Max Horz 2=337(LC 9) Max Uplift 13=-151(LC 7), 2=-79(LC 10) Max Grav 13=1525(LC 2), 2=1528(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1913/72, 3-4=-3175/221, 4-5=-4344/376, 5-7=-2373/135, 7-8=-1656/132, 8-9=-1287/155, 9-11=-890/123 BOT CHORD 2-28=-253/1461, 23-24=-490/3858, 22-23=-250/2017, 19-22=-250/2017, 18-19=-250/2017, 13-14=-146/647 WEBS 4-26=-804/81, 5-24=-108/1211, 5-23=-1877/336, 7-23=0/651, 7-18=-929/199, 16-18=0/376, 8-18=0/611, 9-14=-692/164, 11-14=0/976, 11-13=-1391/170, 24-26=-389/2914, 4-24=-159/1123, 14-18=-195/1017, 9-18=-63/549, 3-28=-793/148, 26-28=-277/1554, 3-26=-110/1308 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-12, Interior(1) 2-0-12 to 13-4-1, Exterior(2R) 13-4-1 to 21-9-15, Interior(1) 21-9-15 to 32-10-4, Exterior(2E) 32-10-4 to 35-10-4 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) 2 except (jt=lb) 13=151. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T12 Truss Type Half Hip Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597590 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:28 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-kfkfEyVK3OMZAGPRYyzCypPT2TFmKQxkKPxe3Rz7mKL Scale = 1:100.2 1 2 3 4 5 6 7 8 9 10 11 27 26 25 24 23 22 21 18 17 20 19 16 15 14 13 12 28 29 30 3x6 5x6 3x6 4x6 3x6 3x8 2x4 3x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 3x6 3x8 3x4 2x4 3x4 4x8 5x8 5x12 3x12 3x6 5x12 0-11-0 0-11-0 2-2-0 1-3-0 3-8-0 1-6-0 11-1-0 7-5-0 14-7-8 3-6-8 16-1-8 1-6-0 18-9-8 2-8-0 27-3-8 8-6-0 36-0-0 8-8-8 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 3-8-0 1-6-0 11-1-0 7-5-0 14-7-8 3-6-8 16-1-8 1-6-0 18-9-8 2-8-0 27-3-8 8-6-0 36-0-0 8-8-8 0-8-013-0-313-2-513-0-31-4-08.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-1-8], [7:0-1-12,0-1-8], [12:0-3-0,0-0-4], [13:0-2-0,0-1-12], [17:0-2-8,0-2-8], [22:0-2-8,0-1-8], [23:0-6-4,0-2-12], [25:0-4-8,0-2-12], [27:0-2-8 ,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.95 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.41 0.21 (loc) 22-23 22-23 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 11-12: 2x4 SP 2400F 2.0E, 8-15,9-13,11-13,9-17: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 0-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-5 max.): 8-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 22-23. WEBS 1 Row at midpt 11-12, 5-22, 7-17, 9-13 REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=360(LC 7) Max Uplift 12=-151(LC 7), 2=-83(LC 10) Max Grav 12=1326(LC 1), 2=1379(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1720/77, 3-4=-2756/234, 4-5=-3768/406, 5-7=-2082/140, 7-8=-1405/138, 8-9=-1061/165, 9-11=-724/140, 11-12=-1252/184 BOT CHORD 2-27=-261/1185, 22-23=-507/3234, 21-22=-246/1651, 18-21=-246/1651, 17-18=-246/1651 WEBS 4-25=-682/79, 5-23=-107/947, 5-22=-1610/368, 7-22=0/525, 7-17=-784/211, 15-17=0/294, 8-17=0/424, 9-13=-977/275, 11-13=-147/1277, 13-17=-166/703, 9-17=-85/572, 23-25=-395/2382, 4-23=-181/997, 3-27=-657/153, 25-27=-287/1263, 3-25=-107/1092 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-12, Interior(1) 2-0-12 to 14-6-9, Exterior(2R) 14-6-9 to 23-0-7, Interior(1) 23-0-7 to 32-10-4, Exterior(2E) 32-10-4 to 35-10-4 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) 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) 12=151. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T13 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597591 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:30 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-g2sQfeXbb?cGPaZpgN?g1EVqSHz3oPf1ojQk7Kz7mKJ Scale = 1:84.8 1 2 3 4 5 6 7 8 9 10 11 12 2019 18 17 16 15 14 13 29 30 31 32 33 3x6 5x6 3x8 3x6 2x4 3x6 5x8 2x4 2x4 3x6 3x6 3x4 4x8 2x4 8x10 4x6 4x8 3x8 5x12 0-11-0 0-11-0 2-2-0 1-3-0 9-1-12 6-11-12 16-1-8 6-11-12 27-0-4 10-10-12 36-0-0 8-11-12 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 9-1-12 6-11-12 16-1-8 6-11-12 18-3-0 2-1-8 27-0-4 8-9-4 36-0-0 8-11-12 0-8-012-10-01-0-00-8-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-5], [3:0-2-4,0-1-12], [5:0-1-12,0-1-8], [16:0-2-8,0-2-8], [17:0-2-8,0-1-8], [18:0-6-4,0-2-8], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.78 0.77 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.99 0.19 (loc) 13-15 13-15 12 l/defl >923 >436 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-19,14-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,13-16,8-16,8-13: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 0-11-14, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 4-17, 5-16, 8-13 REACTIONS. (size)2=0-3-8, 12=Mechanical Max Horz 2=231(LC 7) Max Uplift 2=-86(LC 10), 12=-66(LC 11) Max Grav 2=1556(LC 17), 12=1526(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-970/67, 3-4=-3589/328, 4-5=-2311/127, 5-7=-1624/171, 7-8=-1577/251, 8-10=-2091/310, 10-12=-2046/129 BOT CHORD 2-20=-177/1440, 17-18=-464/3297, 16-17=-144/1999, 12-13=-9/1600 WEBS 4-18=-2/606, 7-16=-267/168, 4-17=-1311/323, 5-17=0/505, 5-16=-815/163, 13-16=0/1095, 8-16=-193/1081, 8-13=-248/997, 10-13=-464/322, 3-20=-957/98, 18-20=-205/1670, 3-18=-281/1777 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-12, Interior(1) 2-0-12 to 15-3-0, Exterior(2R) 15-3-0 to 21-3-0, Interior(1) 21-3-0 to 33-0-0, Exterior(2E) 33-0-0 to 36-0-0 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) 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, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T14 Truss Type COMMON Qty 3 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597592 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:31 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-8EQot_YDMJk71j80E4WvaR1?chI8XrMA1NAIgmz7mKI Scale = 1:75.6 1 2 3 4 5 6 7 8 9 10 11 13 12 22 23 24 25 26 27 3x6 5x6 3x8 6x8 3x4 5x16 MT18HS 2x4 2x4 5x16 MT18HS 2x4 8x10 5x6 12-2-13 12-2-13 23-11-3 11-8-5 36-0-0 12-0-13 -1-0-0 1-0-0 6-2-11 6-2-11 12-2-13 6-0-3 18-3-0 6-0-3 27-0-4 8-9-4 36-0-0 8-11-12 0-8-012-10-01-0-08.00 12 Plate Offsets (X,Y)-- [12:0-8-0,0-3-0], [13:0-8-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.81 0.84 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.58 -0.85 0.08 (loc) 12-13 12-13 11 l/defl >746 >507 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-13,7-12: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x8 SP 2400F 2.0E 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size)2=0-3-8, 11=Mechanical Max Horz 2=231(LC 7) Max Uplift 2=-85(LC 10), 11=-65(LC 11) Max Grav 2=1598(LC 17), 11=1594(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2176/139, 4-6=-1959/126, 6-7=-2015/269, 7-9=-1948/204, 9-11=-2071/133 BOT CHORD 2-13=-196/1912, 12-13=0/1195, 11-12=-26/1639 WEBS 4-13=-279/163, 6-13=-361/221, 7-13=-193/1127, 7-12=-118/1004, 9-12=-413/265 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-3-0, Exterior(2R) 15-3-0 to 21-3-0, Interior(1) 21-3-0 to 33-0-0, Exterior(2E) 33-0-0 to 36-0-0 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) All plates are MT20 plates unless otherwise indicated. 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, 11. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T16 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597593 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:33 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-5cXYIgZTuw_rG1HOLVZNfs7IGU0??ngTUgfOkfz7mKG Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 26 27 28 29 30 31 32 33 3x6 5x8 5x6 5x6 3x6 3x16 MT18HS 6x10 4x6 2x4 3x6 2x4 3x6 5x8 3x4 3x6 4x8 8-7-12 8-7-12 17-11-6 9-3-10 18-2-8 0-3-2 28-2-8 10-0-0 36-0-0 7-9-8 -1-0-0 1-0-0 8-7-12 8-7-12 17-0-0 8-4-4 18-2-8 1-2-8 20-8-8 2-6-0 28-2-8 7-6-0 36-0-0 7-9-8 0-8-011-0-312-0-01-0-011-0-38.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-13], [8:0-2-12,0-1-12], [13:0-2-8,0-1-8], [15:0-3-0,0-2-0], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 1.00 0.69 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.71 0.13 (loc) 13-15 13-15 12 l/defl >999 >608 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 175 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 10-13,4-17: 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-8-7 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-13, 7-15, 8-15 REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=217(LC 7) Max Uplift 12=-76(LC 11), 2=-80(LC 10) Max Grav 12=1591(LC 18), 2=1656(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2272/121, 4-6=-2349/310, 6-7=-1645/194, 7-8=-1390/177, 8-10=-2198/306, 10-12=-2172/119 BOT CHORD 2-17=-135/1951, 15-17=0/1352, 13-15=0/1362, 12-13=-27/1712 WEBS 10-13=-363/277, 4-17=-474/303, 6-17=-267/1030, 8-13=-215/835, 7-15=-951/94, 8-15=-50/369, 6-15=-102/1255 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-0-0, Exterior(2R) 14-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 18-0-15, Exterior(2R) 18-0-15 to 23-8-8, Interior(1) 23-8-8 to 33-0-0, Exterior(2E) 33-0-0 to 36-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T17 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597594 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:34 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Zp5wV?a5fE6iuBsavD4cC4fUhuMQk8WdjKOyG5z7mKF Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 25 26 27 28 29 30 31 32 33 3x6 5x6 5x6 5x6 6x10 4x6 3x6 4x6 2x4 4x8 4x6 2x4 5x8 3x4 3x8 MT18HS 10-9-0 10-9-0 20-11-6 10-2-6 21-2-8 0-3-2 28-5-8 7-3-0 36-0-0 7-6-8 -1-0-0 1-0-0 8-7-12 8-7-12 17-0-0 8-4-4 21-2-8 4-2-8 23-8-8 2-6-0 29-8-8 6-0-0 36-0-0 6-3-8 0-8-09-0-312-0-01-0-09-0-38.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [7:0-3-0,0-2-13], [8:0-3-0,0-1-12], [14:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.95 0.68 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.50 0.11 (loc) 14-16 14-16 11 l/defl >999 >871 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16,6-14: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-9 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS. (size)11=0-3-8, 2=0-3-8 Max Horz 2=217(LC 7) Max Uplift 11=-76(LC 11), 2=-80(LC 10) Max Grav 11=1542(LC 18), 2=1641(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2202/145, 4-6=-2122/230, 6-7=-1975/256, 7-8=-1621/175, 8-9=-2016/218, 9-11=-2081/135 BOT CHORD 2-16=-144/1900, 14-16=0/1286, 12-14=0/1481, 11-12=-52/1641 WEBS 4-16=-429/261, 6-16=-144/998, 6-14=-158/1263, 8-14=-18/606, 8-12=-115/434, 7-14=-1246/186 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 21-0-15, Exterior(2R) 21-0-15 to 26-8-8, Interior(1) 26-8-8 to 33-0-0, Exterior(2E) 33-0-0 to 36-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597595 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:35 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-1?fJiLbjQXEZVLRnTwbrkHChMIj6TdOmy_8VpXz7mKE Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 25 26 27 28 29 30 31 3x6 5x6 8x8 5x6 5x8 3x4 3x8 MT18HS 3x4 2x4 4x8 4x8 2x4 4x6 6x16 5x6 2x4 3x8 2x4 3x8 MT18HS 8-7-4 8-7-4 17-0-0 8-4-12 26-8-8 9-8-8 33-0-0 6-3-8 36-0-0 3-0-0 -1-0-0 1-0-0 8-7-4 8-7-4 17-0-0 8-4-12 23-11-6 6-11-6 24-2-8 0-3-2 26-8-8 2-6-0 31-3-0 4-6-8 33-0-0 1-9-0 36-0-0 3-0-0 38-0-0 2-0-0 0-8-07-0-31-0-012-0-01-0-07-0-38.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [7:0-3-2,0-2-2], [11:0-6-10,0-6-8], [14:Edge,0-2-8], [15:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.83 0.58 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.52 0.07 (loc) 16-18 16-18 14 l/defl >999 >827 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-18,6-18: 2x4 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-5 max.): 7-8, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-18 REACTIONS. (size)2=0-3-8, 14=0-3-8 Max Horz 2=-228(LC 8) Max Uplift 2=-80(LC 10), 14=-111(LC 11) Max Grav 2=1610(LC 17), 14=1586(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2195/167, 4-6=-1556/215, 6-7=-1576/216, 7-8=-1544/190, 8-9=-1887/183, 9-10=-1933/180, 10-11=-1790/127, 11-14=-1539/201 BOT CHORD 2-20=-117/1905, 18-20=-117/1905, 16-18=-11/1807, 15-16=-24/1538 WEBS 4-20=0/426, 4-18=-759/201, 6-18=-72/1308, 8-16=-27/878, 10-12=-302/76, 11-15=-93/1555, 7-18=-829/190, 7-16=-613/105 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 24-0-15, Exterior(2R) 24-0-15 to 29-8-8, Interior(1) 29-8-8 to 35-10-12, Exterior(2E) 35-10-12 to 38-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 14=111. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T19 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597596 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:37 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-zOn371c_x9VHleb9aLdJpiH1t5QuxUd3PIdctQz7mKC Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 25 26 27 28 29 30 3x6 5x6 5x6 5x6 3x8 MT18HS 3x4 3x4 2x4 4x8 4x6 4x8 5x8 3x4 6x16 4x6 2x4 4x8 2x4 3x8 MT18HS 8-3-8 8-7-4 8-7-4 17-0-0 8-4-12 26-8-8 9-8-8 26-11-6 0-2-14 27-2-8 0-3-2 33-0-0 5-9-8 36-0-0 3-0-0 -1-0-0 1-0-0 8-7-4 8-7-4 17-0-0 8-4-12 25-3-8 8-3-8 26-11-0 1-7-8 27-2-8 0-3-8 29-8-8 2-6-0 33-0-0 3-3-8 36-0-0 3-0-0 38-0-0 2-0-0 0-8-05-0-31-0-012-0-01-0-05-0-38.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [8:0-3-0,0-2-13], [9:0-3-0,0-1-4], [11:0-8-14,0-1-8], [15:0-2-8,0-2-0], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.83 0.56 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.51 0.07 (loc) 16-18 16-18 14 l/defl >999 >840 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-18,6-18,7-18: 2x4 SPF No.2, 11-14: 2x4 SPF-S Stud SLIDER Left 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-2 max.): 8-9, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-18 REACTIONS. (size)14=0-3-8, 2=0-3-8 Max Horz 2=-229(LC 8) Max Uplift 14=-111(LC 11), 2=-80(LC 10) Max Grav 14=1575(LC 18), 2=1603(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2183/158, 4-6=-1550/205, 6-7=-1564/205, 7-8=-2567/197, 8-9=-2158/187, 9-10=-1767/187, 10-11=-1714/121, 11-14=-1508/204 BOT CHORD 2-20=-117/1895, 18-20=-117/1895, 16-18=-13/1877, 15-16=-4/1590 WEBS 4-20=0/429, 4-18=-762/201, 6-18=-54/1251, 7-18=-896/210, 7-16=0/954, 9-16=-16/1164, 9-15=-265/33, 11-15=-95/1428, 8-16=-1569/95 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 27-0-15, Exterior(2R) 27-0-15 to 32-10-12, Interior(1) 32-10-12 to 35-10-4, Exterior(2E) 35-10-4 to 38-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 14=111. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T20 Truss Type COMMON Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597597 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:38 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-RaLRLNdciSd8MoAM828YMwqDjVhNg5WCeyM9Qsz7mKB Scale = 1:71.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 25 26 27 3x6 4x8 3x6 5x8 3x4 3x8 MT18HS 3x8 3x4 2x4 3x4 2x4 5x8 3x4 3x8 MT18HS 8-7-4 8-7-4 17-0-0 8-4-12 25-4-12 8-4-12 33-11-10 8-6-14 34-0-0 0-0-6 -1-0-0 1-0-0 8-7-4 8-7-4 17-0-0 8-4-12 25-4-12 8-4-12 34-0-0 8-7-4 0-8-012-0-00-8-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [8:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.76 0.80 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.29 0.08 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 135 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-11,4-15: 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-13, 4-13 REACTIONS. (size)2=0-3-8, 10=0-2-12 Max Horz 2=216(LC 7) Max Uplift 2=-80(LC 10), 10=-64(LC 11) Max Grav 2=1540(LC 17), 10=1490(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2080/111, 4-6=-1447/162, 6-8=-1447/162, 8-10=-2083/112 BOT CHORD 2-15=-133/1798, 13-15=-133/1798, 11-13=-15/1649, 10-11=-15/1649 WEBS 6-13=-31/1117, 8-13=-783/200, 8-11=0/449, 4-13=-779/199, 4-15=0/448 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 31-0-0, Exterior(2E) 31-0-0 to 34-0-0 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) All plates are MT20 plates unless otherwise indicated. 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 at joint(s) 10. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T21 Truss Type ROOF SPECIAL Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597598 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:40 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-NzSCm3fsE4tsc6KkFTB0RLvaHJNv7sKV5GrGUlz7mK9 Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 29 30 31 3x6 3x6 3x8 MT18HS 2x4 2x4 6x10 4x10 5x6 4x8 3x4 3x4 2x4 3x12 8x8 4x8 3x4 5x12 5x8 8-7-4 8-7-4 17-0-0 8-4-12 23-10-0 6-10-0 27-4-0 3-6-0 34-0-0 6-8-0 -1-0-0 1-0-0 8-7-4 8-7-4 17-0-0 8-4-12 23-10-0 6-10-0 27-4-0 3-6-0 34-0-0 6-8-0 35-0-0 1-0-0 0-8-012-0-00-8-03-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [4:0-1-12,0-1-8], [6:0-3-12,0-1-4], [9:0-3-12,0-1-8], [10:0-1-4,0-1-12], [12:0-3-13,Edge], [14:Edge,0-1-8], [15:0-5-12,0-0-0], [18:0-4-0 ,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.80 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.55 0.37 (loc) 17-18 17-18 12 l/defl >999 >743 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 156 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5,7-13: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-18,6-18,6-16: 2x4 SPF No.2, 10-15: 2x4 SPF 2100F 1.8E SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18 REACTIONS. (size)12=0-3-8, 2=0-3-8 Max Horz 2=-220(LC 8) Max Uplift 12=-81(LC 11), 2=-80(LC 10) Max Grav 12=1461(LC 18), 2=1512(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2033/110, 4-6=-1398/162, 6-8=-3027/228, 8-9=-2940/113, 9-10=-5083/94, 10-12=-1989/121 BOT CHORD 2-20=-124/1764, 18-20=-124/1764, 15-16=0/4252, 12-14=-31/1577 WEBS 8-16=-349/209, 14-15=-6/1892, 9-15=0/1955, 4-20=0/453, 4-18=-780/197, 6-18=-25/338, 16-18=0/1226, 6-16=-125/2276, 9-16=-2030/51, 10-15=0/4207, 10-14=-2393/47 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 32-0-0, Exterior(2E) 32-0-0 to 35-0-0 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) All plates are MT20 plates unless otherwise indicated. 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, 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T22 Truss Type COMMON Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597599 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:41 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-s90azPfU?N?iEGvxpBiF_YSk?jjAsRHeKwbq0Bz7mK8 Scale = 1:76.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 25 26 27 28 3x6 4x8 3x6 5x8 3x4 3x8 MT18HS 3x8 3x4 2x4 3x4 2x4 5x8 3x4 3x8 MT18HS 8-7-4 8-7-4 17-0-0 8-4-12 25-4-12 8-4-12 34-0-0 8-7-4 -1-0-0 1-0-0 8-7-4 8-7-4 17-0-0 8-4-12 25-4-12 8-4-12 34-0-0 8-7-4 35-0-0 1-0-0 0-8-012-0-00-8-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [8:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.76 0.80 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.29 0.08 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 136 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-16: 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-220(LC 8) Max Uplift 2=-80(LC 10), 10=-80(LC 11) Max Grav 2=1539(LC 17), 10=1539(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2079/110, 4-6=-1446/161, 6-8=-1446/161, 8-10=-2079/110 BOT CHORD 2-16=-125/1803, 14-16=-125/1803, 12-14=0/1652, 10-12=0/1652 WEBS 6-14=-30/1116, 8-14=-779/199, 8-12=0/448, 4-14=-778/199, 4-16=0/448 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 32-0-0, Exterior(2E) 32-0-0 to 35-0-0 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) All plates are MT20 plates unless otherwise indicated. 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, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T24 Truss Type HIP Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597600 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:43 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-oY8KO4hlX?FQTZ2Jxckj3zX7TWNcKIHxnE4w54z7mK6 Scale = 1:60.0 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 25 26 27 28 29 30 31 32 4x8 4x8 3x6 5x8 3x4 3x4 2x4 3x8 2x4 3x4 2x4 5x8 3x4 3x6 10-2-12 10-2-12 17-0-0 6-9-4 23-9-4 6-9-4 34-0-0 10-2-12 -1-0-0 1-0-0 5-2-10 5-2-10 10-2-12 5-0-2 17-0-0 6-9-4 23-9-4 6-9-4 28-9-6 5-0-2 34-0-0 5-2-10 35-0-0 1-0-0 0-8-07-3-117-5-130-8-07-3-118.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [5:0-4-0,0-0-12], [7:0-4-0,0-0-12], [10:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.50 0.93 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.08 (loc) 12-19 12-19 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except 2-0-0 oc purlins (4-0-2 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)10=0-3-8, 2=0-3-8 Max Horz 2=-136(LC 8) Max Uplift 10=-45(LC 11), 2=-45(LC 10) Max Grav 10=1434(LC 2), 2=1434(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1962/114, 4-5=-1812/109, 5-6=-1751/141, 6-7=-1751/141, 7-8=-1812/109, 8-10=-1962/114 BOT CHORD 2-16=-91/1589, 14-16=-50/1463, 12-14=0/1463, 10-12=-18/1589 WEBS 5-16=0/470, 5-14=-126/479, 6-14=-443/162, 7-14=-126/479, 7-12=0/471 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-11-13, Exterior(2R) 5-11-13 to 14-5-10, Interior(1) 14-5-10 to 19-6-6, Exterior(2R) 19-6-6 to 28-0-3, Interior(1) 28-0-3 to 32-0-0, Exterior(2E) 32-0-0 to 35-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T25 Truss Type HIP Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597601 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:45 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-kwG4pmi?3cV8itCi20nB8OdMhK3IoG7EFYZ19yz7mK4 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 26 27 28 29 30 31 32 33 3x6 5x6 5x6 3x6 3x8 MT18HS 5x6 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x4 3x8 MT18HS 8-7-4 8-7-4 17-0-0 8-4-12 25-4-12 8-4-12 34-0-0 8-7-4 -1-0-0 1-0-0 6-8-10 6-8-10 13-2-12 6-6-2 20-9-4 7-6-9 27-3-6 6-6-2 34-0-0 6-8-10 35-0-0 1-0-0 0-8-09-3-119-5-130-8-09-3-118.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-0-4], [6:0-3-0,0-1-12], [7:0-3-0,0-1-12], [11:0-3-1,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.90 0.85 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.34 0.08 (loc) 13-15 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 7-15 REACTIONS. (size)11=0-3-8, 2=0-3-8 Max Horz 2=-173(LC 8) Max Uplift 11=-64(LC 11), 2=-64(LC 10) Max Grav 11=1459(LC 2), 2=1459(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2018/95, 4-6=-1921/156, 6-7=-1370/146, 7-9=-1921/157, 9-11=-2018/95 BOT CHORD 2-17=-97/1695, 15-17=-2/1295, 13-15=0/1288, 11-13=0/1618 WEBS 4-17=-281/200, 6-17=-99/648, 6-15=-25/299, 7-15=-25/299, 7-13=-99/648, 9-13=-281/200 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-11-13, Exterior(2R) 8-11-13 to 25-0-3, Interior(1) 25-0-3 to 32-0-0, Exterior(2E) 32-0-0 to 35-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T26 Truss Type HIP Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597602 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:46 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-C7qT06jdqwd?K1nuckIQhc9X5kOnXigOTCIaiPz7mK3 Scale = 1:72.8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 25 26 27 28 29 30 31 34 32 33 3x6 5x6 5x6 3x6 3x8 MT18HS 5x6 3x4 2x4 3x6 3x6 2x4 5x6 3x4 3x4 3x8 MT18HS 8-2-10 8-2-10 17-0-0 8-9-6 25-9-6 8-9-6 34-0-0 8-2-10 -1-0-0 1-0-0 8-2-10 8-2-10 16-2-12 8-0-2 17-9-4 1-6-9 25-9-6 8-0-2 34-0-0 8-2-10 0-8-011-3-1111-5-130-8-011-3-118.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-12], [7:0-3-0,0-1-12], [12:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.93 0.90 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.40 0.07 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 153 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,9-12: 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-0-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 7-12, 6-14, 7-14 REACTIONS. (size)11=0-3-8, 2=0-3-8 Max Horz 2=205(LC 7) Max Uplift 11=-61(LC 11), 2=-78(LC 10) Max Grav 11=1507(LC 18), 2=1557(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2127/97, 4-6=-2194/295, 6-7=-1200/143, 7-9=-2195/297, 9-11=-2127/100 BOT CHORD 2-16=-123/1829, 14-16=0/1252, 12-14=0/1242, 11-12=0/1682 WEBS 4-16=-442/290, 6-16=-249/983, 7-12=-254/976, 9-12=-445/291, 6-14=-124/377, 7-14=-121/385 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-11-13, Exterior(2R) 11-11-13 to 22-0-3, Interior(1) 22-0-3 to 31-0-0, Exterior(2E) 31-0-0 to 34-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss T27 Truss Type COMMON Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597603 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:47 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-gJOrESkFbDlsyBM4ARpfDpis57mBGAnXis28Erz7mK2 Scale = 1:52.2 1 2 3 4 5 6 7 8 9 11 10 20 21 4x6 5x12 4x6 3x8 MT18HS 3x8 2x4 2x4 5x12 4x6 11-0-0 11-0-0 22-0-0 11-0-0 -1-4-0 1-4-0 5-7-4 5-7-4 11-0-0 5-4-12 16-4-12 5-4-12 22-0-0 5-7-4 23-4-0 1-4-0 0-10-118-2-110-10-118.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [8:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.27 0.82 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.37 0.03 (loc) 11-14 11-14 8 l/defl >999 >709 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 84 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=-151(LC 8) Max Uplift 2=-62(LC 10), 8=-62(LC 11) Max Grav 2=886(LC 1), 8=886(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1001/104, 4-5=-799/95, 5-6=-799/95, 6-8=-1001/104 BOT CHORD 2-11=-87/791, 8-11=-4/787 WEBS 5-11=0/562, 6-11=-266/157, 4-11=-266/157 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 20-4-0, Exterior(2E) 20-4-0 to 23-4-0 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) All plates are MT20 plates unless otherwise indicated. 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, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597604 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:50 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-5u3zsUm8t87Rpe5fraMMrSKDDLt4TMszOqGorAz7mK? Scale: 3/16"=1' 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 30 31 32 33 34 35 36 37 5x6 3x6 7x16 MT18HS 6x6 6x10 2x4 5x6 4x6 5x10 MT18HS4x10 4x8 4x6 3x6 4x6 4x6 4x10 5x10 MT18HS 8x16 2-7-0 2-7-0 11-2-0 8-7-0 19-9-0 8-7-0 22-9-0 3-0-0 25-9-0 3-0-0 36-0-0 10-3-0 -1-0-0 1-0-0 2-7-0 2-7-0 8-3-11 5-8-11 14-0-5 5-8-11 19-9-0 5-8-11 22-9-0 3-0-0 25-9-0 3-0-0 30-9-4 5-0-4 36-0-0 5-2-12 0-8-02-3-104-4-112-3-108.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-6], [3:0-3-0,0-2-3], [4:0-2-4,0-2-0], [7:0-8-0,0-2-10], [9:0-5-0,0-2-10], [10:0-4-8,0-1-12], [11:0-1-12,0-1-0], [12:0-2-0,0-2-0], [13:0-2-0,0-2-0], [15:0-8-0,0-3-12], [16:0-2-8,0-2-0], [19:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.49 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.62 -1.16 0.11 (loc) 16-18 16-18 12 l/defl >689 >370 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,9-11,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 4-19,6-16: 2x4 SPF-S Stud, 8-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-13 max.): 3-7, 9-11. BOT CHORD Rigid ceiling directly applied or 9-10-4 oc bracing. WEBS 1 Row at midpt 4-19, 10-12, 7-15 REACTIONS. (size)12=0-3-8, 2=0-3-8 Max Horz 2=96(LC 5) Max Uplift 12=-278(LC 9), 2=-315(LC 8) Max Grav 12=1326(LC 1), 2=1398(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2112/457, 3-4=-1583/372, 4-6=-5172/986, 6-7=-5925/962, 7-8=-3414/541, 8-9=-3410/553, 9-10=-4959/761 BOT CHORD 2-19=-381/1639, 18-19=-914/4302, 16-18=-1124/5793, 15-16=-959/5922, 13-15=-739/4923, 12-13=-560/2981 WEBS 3-19=-193/1072, 4-19=-2864/572, 4-18=-85/1049, 6-18=-748/169, 6-16=-231/367, 9-13=-679/135, 10-13=-300/2112, 10-12=-3107/570, 8-15=-561/3590, 7-15=-3719/656, 9-15=-2526/434 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=278, 2=315. 9) This truss is designed in accordance with the 2018 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 June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597604 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:50 2020 Page 2 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-5u3zsUm8t87Rpe5fraMMrSKDDLt4TMszOqGorAz7mK? NOTES-(13-14) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 28 lb up at 2-7-0, 50 lb down and 26 lb up at 4-7-12, 50 lb down and 26 lb up at 6-7-12, 50 lb down and 26 lb up at 8-7-12, 50 lb down and 26 lb up at 10-7-12, 50 lb down and 26 lb up at 12-7-12, 50 lb down and 26 lb up at 14-7-12, 47 lb down and 37 lb up at 16-7-12, and 47 lb down and 37 lb up at 27-11-4, and 75 lb down and 161 lb up at 35-10-12 on top chord, and 45 lb down and 56 lb up at 2-7-0, 9 lb down and 16 lb up at 4-7-12, 9 lb down and 16 lb up at 6-7-12, 9 lb down and 16 lb up at 8-7-12, 9 lb down and 16 lb up at 10-7-12, 9 lb down and 16 lb up at 12-7-12, 9 lb down and 16 lb up at 14-7-12, 8 lb down and 12 lb up at 16-7-12, 8 lb down and 12 lb up at 27-11-4, 21 lb down and 42 lb up at 29-11-4, and 21 lb down and 42 lb up at 31-11-4, and 21 lb down and 42 lb up at 33-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-8=-54, 8-9=-54, 9-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 11=38 19=-16(F) 27=2(F) 28=2(F) 29=2(F) 30=2(F) 31=2(F) 32=2(F) 33=-1(F) 34=-1(F) 35=-16(F) 36=-16(F) 37=-16(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597605 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:51 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Z4dM3qnmeSFIQofsPHtbOfsS7lGaC2q7dU0LNcz7mK_ Scale = 1:17.8 1 2 3 4 7 6 5 8 9 10 11 4x8 4x6 4x6 4x8 3x4 5-1-0 5-1-0 10-2-0 5-1-0 2-1-1 2-1-1 8-0-15 5-11-15 10-2-0 2-1-1 1-0-02-4-111-0-02-4-118.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [2:0-3-12,0-2-0], [3:0-3-12,0-2-0], [4:0-1-3,0-1-12], [5:0-0-0,0-1-12], [7:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.22 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 6 6 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 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,4-5: 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. (size)7=0-3-8, 5=0-3-8 Max Horz 7=-43(LC 6) Max Uplift 7=-162(LC 5), 5=-160(LC 4) Max Grav 7=456(LC 1), 5=455(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-490/183, 2-3=-456/206, 3-4=-490/183, 1-7=-321/109, 4-5=-321/109 BOT CHORD 6-7=-168/375, 5-6=-147/375 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=162, 5=160. 7) This truss is designed in accordance with the 2018 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) 86 lb down and 120 lb up at 2-1-1, 21 lb down and 42 lb up at 4-1-12, and 21 lb down and 42 lb up at 6-0-3, and 86 lb down and 120 lb up at 8-0-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597605 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:51 2020 Page 2 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Z4dM3qnmeSFIQofsPHtbOfsS7lGaC2q7dU0LNcz7mK_ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 8=-74(F) 9=-16(F) 10=-16(F) 11=-74(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597606 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:53 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-VTl6UVp0A3W?g6pEWiw3T4ymbYsggkhP4oVSQVz7mJy Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14252627 3x6 5x6 3x6 6x6 5x6 3x4 4x8 4x8 3x4 2x4 4x8 3x4 4x6 4x10 6x16 6x8 2x4 4x8 8-7-4 8-7-4 17-0-0 8-4-12 25-4-12 8-4-12 32-8-8 7-3-12 36-0-0 3-3-8 -1-0-0 1-0-0 8-7-4 8-7-4 17-0-0 8-4-12 25-4-12 8-4-12 30-2-8 4-9-12 32-8-8 2-6-0 36-0-0 3-3-8 38-0-0 2-0-0 0-8-03-1-41-0-012-0-01-0-03-1-48.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-4], [2:0-4-2,0-0-0], [4:0-1-12,0-1-8], [8:0-1-8,0-1-8], [9:0-2-4,0-3-0], [10:0-3-0,0-2-3], [11:0-3-5,0-0-12], [14:0-2-7,0-1-4], [15:0-4-4,0-2-4], [16:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.78 0.63 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.25 0.07 (loc) 16-18 16-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-7: 2x4 SPF 2100F 1.8E, 12-13: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18: 2x4 SPF No.2, 11-14: 2x6 SPF No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-4 max.): 9-10, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 8-18 REACTIONS. (size)2=0-3-8, 14=0-3-8 Max Horz 2=-228(LC 27) Max Uplift 2=-88(LC 8), 14=-173(LC 9) Max Grav 2=1600(LC 35), 14=1651(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2160/115, 4-6=-1552/168, 6-8=-1555/161, 8-9=-2337/149, 9-10=-1567/148, 10-11=-2054/151, 11-14=-1562/172 BOT CHORD 2-20=-120/1875, 18-20=-120/1875, 16-18=-3/1934, 15-16=-119/2520, 14-15=-0/349 WEBS 4-20=0/421, 4-18=-741/195, 6-18=-34/1229, 8-18=-975/208, 8-16=0/672, 9-16=-701/134, 9-15=-1428/92, 12-15=-30/1013, 10-12=-23/1022, 11-15=-73/1233 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 except (jt=lb) 14=173. 7) This truss is designed in accordance with the 2018 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) 108 lb down and 81 lb up at 32-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597606 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:53 2020 Page 2 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-VTl6UVp0A3W?g6pEWiw3T4ymbYsggkhP4oVSQVz7mJy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-54, 6-9=-54, 9-10=-54, 10-11=-54, 14-21=-20, 11-13=-54 Concentrated Loads (lb) Vert: 15=-108(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER TLR-002 Job Reference (optional) I41597607 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:55 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-RrssvBqGihmjvQzde7yXYV1ANMWZ8k3iY5_ZVNz7mJw Scale = 1:60.9 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 122526272829303132333435363738 39 40 4x6 3x6 3x12 3x4 3x4 5x6 3x6 3x4 3x4 3x4 3x6 3x12 3x4 3x4 4x6 5x6 7-2-12 7-2-12 17-0-0 9-9-4 26-9-4 9-9-4 34-0-0 7-2-12 -1-0-0 1-0-0 7-2-12 7-2-12 13-8-15 6-6-3 20-3-1 6-6-3 26-9-4 6-6-3 34-0-0 7-2-12 35-0-0 1-0-0 0-8-05-4-125-5-130-8-05-4-128.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-6], [2:0-5-8,Edge], [4:0-3-0,0-1-12], [8:0-3-0,0-1-12], [10:0-1-13,0-1-6], [10:0-5-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.57 0.73 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.28 0.06 (loc) 12-14 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 280 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 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. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-100(LC 27) Max Uplift 2=-648(LC 5), 10=-648(LC 4) Max Grav 2=2420(LC 35), 10=2420(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3538/1065, 4-5=-2834/896, 5-7=-4420/1400, 7-8=-2834/896, 8-10=-3538/1065 BOT CHORD 2-16=-910/2955, 14-16=-1299/4099, 12-14=-1272/4086, 10-12=-821/2909 WEBS 4-16=-526/1723, 5-16=-1522/584, 5-14=-242/773, 7-14=-242/773, 7-12=-1522/584, 8-12=-526/1723 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=648, 10=648. 9) This truss is designed in accordance with the 2018 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 June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER TLR-002 Job Reference (optional) I41597607 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:55 2020 Page 2 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-RrssvBqGihmjvQzde7yXYV1ANMWZ8k3iY5_ZVNz7mJw NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 88 lb up at 3-3-8, 129 lb down and 69 lb up at 5-3-8, 150 lb down and 94 lb up at 7-3-7, 150 lb down and 94 lb up at 9-3-7, 150 lb down and 94 lb up at 11-3-7, 150 lb down and 94 lb up at 13-3-7, 150 lb down and 94 lb up at 15-3-7, 150 lb down and 94 lb up at 17-0-0, 150 lb down and 94 lb up at 18-8-9, 150 lb down and 94 lb up at 20-8-9, 150 lb down and 94 lb up at 22-8-9, 150 lb down and 94 lb up at 24-8-9, 150 lb down and 94 lb up at 26-8-9, and 129 lb down and 69 lb up at 28-8-8, and 201 lb down and 88 lb up at 30-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-54, 8-11=-54, 17-21=-20 Concentrated Loads (lb) Vert: 16=-129 14=-129 12=-129 25=-201 26=-129 27=-129 28=-129 30=-129 32=-129 33=-129 35=-129 37=-129 38=-129 39=-129 40=-201 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG05 Truss Type GABLE Qty 1 Ply 3 FISCHER TLR-002 Job Reference (optional) I41597608 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:57 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-OE_dKtsXEI0R8j7?lY_?dw6Yb9ANcfg??PTgZGz7mJu Scale = 1:54.4 2 3 5 6 7 1 4 8 9 14 13 12 11 10 20 15 16 17 18 19 4x6 5x10 MT18HS 5x10 MT18HS 5x6 5x6 5x6 5x6 3x4 5x6 2x4 3x4 5x6 2x4 6x8 3-0-0 3-0-0 6-5-4 3-5-4 9-10-8 3-5-4 12-10-8 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 6-5-4 3-5-4 9-10-8 3-5-4 12-8-0 2-9-8 12-10-8 0-2-8 14-10-8 2-0-0 2-0-08-5-42-0-012.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-5-6], [3:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-1-1,0-5-6], [11:0-2-8,0-3-0], [13:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.77 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 258 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-4-0, 10=0-4-0 Max Horz 14=-172(LC 6) Max Uplift 14=-621(LC 8), 10=-334(LC 9) Max Grav 14=6877(LC 1), 10=5440(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4739/395, 3-5=-3573/315, 5-6=-3243/293, 6-7=-4055/278, 7-10=-4556/299, 2-14=-6373/569, 1-2=-30/361 BOT CHORD 12-13=-221/2926, 11-12=-128/2786 WEBS 4-13=-364/838, 3-4=-631/591, 2-13=-210/3295, 8-11=-168/1308, 6-8=-166/1274, 7-11=-151/3017, 5-12=-321/4200, 3-12=-1255/231, 6-12=-886/156 NOTES-(12-13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x3 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=621, 10=334. 9) This truss is designed in accordance with the 2018 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) 1306 lb down and 171 lb up at 1-7-7, 1460 lb down and 86 lb up at 3-7-7, 1528 lb down and 85 lb up at 5-7-7, 1528 lb down and 85 lb up at 7-7-7, and 1528 lb down and 85 lb up at 9-7-7, and 1546 lb down and 96 lb up at 11-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG05 Truss Type GABLE Qty 1 Ply 3 FISCHER TLR-002 Job Reference (optional) I41597608 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:57 2020 Page 2 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-OE_dKtsXEI0R8j7?lY_?dw6Yb9ANcfg??PTgZGz7mJu 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 5-7=-54, 10-14=-20, 2-20=-54, 7-9=-54 Concentrated Loads (lb) Vert: 11=-1311(B) 15=-1306(B) 16=-1310(B) 17=-1311(B) 18=-1311(B) 19=-1311(B) Trapezoidal Loads (plf) Vert: 2=-665(F=-611)-to-5=-114(F=-60), 1=-774(F=-720)-to-20=-674(F=-620) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597609 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:59 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Kd6NlZtnmvG9O1HOtz1TjLCrHzsm4dlITjyne8z7mJs Scale = 1:41.7 1 2 3 4 5 6 7 8 11 10 920212223 24 25 26 4x8 4x8 4x10 3x4 4x6 3x6 6x6 4x10 3x4 8-0-1 8-0-1 13-11-15 5-11-15 22-0-0 8-0-1 -1-4-0 1-4-0 8-0-1 8-0-1 13-11-15 5-11-15 22-0-0 8-0-1 23-4-0 1-4-0 0-10-116-2-110-10-116-2-118.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-4], [4:0-5-12,0-2-0], [5:0-5-12,0-2-0], [7:0-6-4,0-0-4], [9:0-2-8,0-4-8], [11:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.58 0.77 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.03 (loc) 11-14 11-14 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except 2-0-0 oc purlins (4-2-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 7=0-3-8 Max Horz 2=-115(LC 27) Max Uplift 2=-435(LC 8), 7=-435(LC 9) Max Grav 2=1645(LC 35), 7=1646(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1985/585, 4-5=-1608/541, 5-7=-1989/587 BOT CHORD 2-11=-464/1630, 9-11=-469/1645, 7-9=-404/1590 WEBS 4-11=-261/835, 5-9=-267/844 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=435, 7=435. 7) This truss is designed in accordance with the 2018 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) 231 lb down and 115 lb up at 4-0-13, 140 lb down and 83 lb up at 6-0-13, 168 lb down and 110 lb up at 8-0-12, 168 lb down and 110 lb up at 10-0-12, 168 lb down and 110 lb up at 11-11-4, 168 lb down and 110 lb up at 13-11-4, and 140 lb down and 83 lb up at 15-11-3, and 231 lb down and 115 lb up at 17-11-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597609 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:41:59 2020 Page 2 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Kd6NlZtnmvG9O1HOtz1TjLCrHzsm4dlITjyne8z7mJs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-8=-54, 12-16=-20 Concentrated Loads (lb) Vert: 10=-140 11=-140 9=-140 20=-231 22=-140 23=-140 24=-140 26=-231 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG08 Truss Type Half Hip Girder Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597610 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:42:00 2020 Page 1 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-opglyuuPXDO0?BsaQgYiFZk5MNLxp6VRhNhKAbz7mJr Scale = 1:20.7 1 2 3 4 7 6 58 5x6 2x4 2x4 2x4 2x4 3x6 2-2-11 2-2-11 4-10-11 2-8-0 -1-4-0 1-4-0 2-2-11 2-2-11 4-10-11 2-8-0 1-4-03-5-83-6-123-0-00-5-83-5-812.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-8], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.20 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 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. (size)7=0-3-8, 5=0-1-8 Max Horz 7=102(LC 7) Max Uplift 7=-77(LC 8), 5=-95(LC 5) Max Grav 7=335(LC 1), 5=250(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2018 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) 98 lb down and 74 lb up at 2-2-11, and 111 lb down and 50 lb up at 2-11-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 June 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001554 Truss TG08 Truss Type Half Hip Girder Qty 2 Ply 1 FISCHER TLR-002 Job Reference (optional) I41597610 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jun 10 06:42:00 2020 Page 2 Builders First Source, mooresville,in ID:4k567hzV7GOqQXCR8MvYb7yIhEi-opglyuuPXDO0?BsaQgYiFZk5MNLxp6VRhNhKAbz7mJr LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 6=-58(B) 8=-106(B) 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