Loading...
HomeMy WebLinkAboutOBF 100 Sealed 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). March 10,2021 Liu, Xuegang Pages or sheets covered by this seal: I45131586 thru I45131634 My license renewal date for the state of Indiana is July 31, 2022. B20003370 FISCHER OBF-100 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131586 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-p1oaW8YfcBnUclZ7hCyZ_3CmnR0DjWS69UrWIlzcMAJ Scale = 1:15.8 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 1-9-61-8-10 -2-9-14 2-9-14 1-9-6 1-9-6 1-6-112-4-42-6-76.61 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-6-0 Max Horz 7=97(LC 7) Max Uplift 5=-87(LC 16), 7=-84(LC 8) Max Grav 5=45(LC 4), 7=358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-342/107 NOTES-(9-12) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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) 66 lb down and 21 lb up at 0-1-3 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss CG02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131587 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-HDMykUZHNVwLEv7JFwToWHkxWrMSSziGO8a3qBzcMAI Scale = 1:15.8 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 1-9-51-8-10 -2-9-14 2-9-14 1-9-5 1-9-5 1-6-112-4-42-6-76.61 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-6-0 Max Horz 7=97(LC 7) Max Uplift 5=-87(LC 16), 7=-84(LC 8) Max Grav 5=45(LC 4), 7=358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-342/107 NOTES-(9-12) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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) 66 lb down and 21 lb up at 0-1-3 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-14, 5-7=-20 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131588 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-mQwLxqav8p2Cs3iWpd_13UH?KFhiBPcPcoKdMdzcMAH Scale = 1:16.3 2 3 1 4 8 7 6 5 6x10 3x4 3x6 2x4 2-4-92-4-9 2-4-150-0-6 -1-10-10 1-10-10 2-4-9 2-4-9 2-4-15 0-0-6 0-8-02-4-41-4-112-7-149.90 12 4.24 12 Plate Offsets (X,Y)-- [2:0-4-13,0-1-12], [3:0-2-0,0-0-12], [8:0-1-6,0-1-2], [8:0-9-1,0-1-8] 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-P 1.00 0.04 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.04 (loc) 8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud 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)5=Mechanical, 8=0-4-9, 7=Mechanical Max Horz 8=70(LC 9) Max Uplift 5=-292(LC 1), 8=-85(LC 6), 7=-203(LC 10) Max Grav 5=174(LC 10), 8=210(LC 1), 7=348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-481/227, 3-5=-188/381, 4-7=-322/684, 3-4=-492/1015, 2-4=-280/621 NOTES-(8-11) 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) -1-10-10 to 0-5-6, Exterior(2R) 0-5-6 to 2-4-3 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) 8 except (jt=lb) 5=292, 7=203. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131589 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-EcUj9AaXv6A3TDHiNLVGbiqBPf1swsNZrS3Au4zcMAG Scale = 1:16.3 2 3 5 1 4 8 7 66x10 2x4 2x4 2x4 0-0-60-0-6 2-4-92-4-3 2-4-150-0-6 -1-10-10 1-10-10 2-4-9 2-4-9 2-4-15 0-0-6 0-8-02-4-141-4-152-7-142-7-92-1-132-7-149.90 12 4.24 12 Plate Offsets (X,Y)-- [2:0-4-13,0-1-12], [3:0-3-4,0-0-0], [8:0-1-6,0-1-2], [8:0-9-1,0-1-8] 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-P 0.92 0.05 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.05 (loc) 7-8 7-8 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud 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)8=0-4-3, 7=Mechanical, 3=Mechanical Max Horz 8=71(LC 9) Max Uplift 8=-97(LC 6), 7=-59(LC 1), 3=-72(LC 10) Max Grav 8=240(LC 1), 7=66(LC 6), 3=89(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-468/223, 2-4=-315/690 BOT CHORD 7-8=-253/127 WEBS 2-8=-253/298 NOTES-(9-12) 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(3) -1-10-10 to 0-5-6, Exterior(2R) 0-5-6 to 2-4-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 7, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss CG05 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131590 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-EcUj9AaXv6A3TDHiNLVGbiqHof_fwtCZrS3Au4zcMAG Scale = 1:24.9 1 2 5 4 3 3x8 MT18HS 3x6 3x4 4x6 2-7-52-7-5 2-7-5 2-7-5 2-4-04-0-114-3-123-10-44-3-129.11 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:Edge,0-3-2] 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 0.57 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.09 (loc) 4-5 4-5 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 11 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-10, 2=Mechanical, 4=Mechanical Max Horz 5=-136(LC 8) Max Uplift 5=-56(LC 8), 2=-58(LC 7), 4=-34(LC 7) Max Grav 5=104(LC 7), 2=95(LC 17), 4=84(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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(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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131591 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-io25MWb9gQIw5Msuw20V8vMXA2MMfKRi46pkRWzcMAF Scale = 1:23.2 1 2 3 6 5 4 3x4 2x4 3x4 2x4 2-1-92-1-9 2-2-00-0-7 2-2-0 2-2-0 2-4-03-8-153-11-129.11 12 Plate Offsets (X,Y)-- [1:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.10 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: 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-4-10, 5=Mechanical Max Horz 6=97(LC 7) Max Uplift 6=-49(LC 6), 5=-89(LC 7) Max Grav 6=124(LC 18), 5=127(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 6, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131592 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-A?cTZscnRkQnjWR5UmXkh7vejSguOnhrJmYHzyzcMAE Scale = 1:23.2 1 2 5 4 3 3x8 MT18HS 3x6 3x4 3x4 2-2-02-2-0 2-2-0 2-2-0 2-4-03-8-63-11-123-11-73-5-143-11-129.11 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-0-8] 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 0.48 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.07 (loc) 5 4-5 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 10 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-10, 2=Mechanical, 4=Mechanical Max Horz 5=-125(LC 8) Max Uplift 5=-72(LC 8), 2=-55(LC 7), 4=-41(LC 7) Max Grav 5=106(LC 7), 2=83(LC 17), 4=86(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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(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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss GE02 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131593 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-6NjE_Yd2zLgVyqbTcAaCmY_ttGGwsW88m41O2rzcMAC Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 54 55 56 57 58 59 3x6 5x12 6x8 3x8 6x10 4x6 3x8 MT18HS 6x10 4x6 3x4 3x4 3x8 6x8 3x4 5x6 3x4 3x6 2-4-0 3-8-0 9-2-49-2-4 18-2-08-11-12 25-7-07-5-0 32-8-47-1-4 40-0-07-3-12 -1-4-0 1-4-0 7-2-4 7-2-4 14-2-0 6-11-12 22-2-0 8-0-0 25-7-0 3-5-0 32-8-4 7-1-4 40-0-0 7-3-12 41-4-0 1-4-0 0-10-09-8-411-11-120-10-02-3-811-11-127.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [6:0-7-8,0-1-4], [7:0-5-4,0-1-12], [10:0-1-12,0-1-8], [12:0-5-14,Edge], [14:0-2-8,0-1-8], [16:0-2-4,0-3-0], [20:0-3-0,0-2-0], [21:0-1-4,0-1-8], [21:0-1-11,0-0-12], [24:0-2-11,0-0-4], [43:0-2-0,0-1-12] 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 0.62 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.49 0.16 (loc) 17-19 17-19 12 l/defl >999 >981 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19: 2x4 SPF No.2, 44-45: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15, 7-17 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-204(LC 6) Max Uplift 2=-70(LC 10), 12=-101(LC 11) Max Grav 2=1718(LC 2), 12=1728(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2431/90, 4-6=-2331/156, 6-7=-1794/139, 7-8=-2584/217, 8-10=-2613/112, 10-12=-2417/127 BOT CHORD 2-19=-63/2069, 17-19=0/1648, 16-17=0/1765, 12-14=-9/1970 WEBS 8-16=-329/174, 4-19=-292/209, 6-19=-102/661, 6-17=-14/472, 7-16=-176/1221, 14-16=-11/2059, 10-16=-78/270, 10-14=-462/88 NOTES-(12-15) 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 9-11-1, Exterior(2R) 9-11-1 to 26-4-15, Interior(1) 26-4-15 to 38-4-0, Exterior(2E) 38-4-0 to 41-4-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=101. 11) 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. Continued on page 2 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss GE02 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131593 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:09 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-6NjE_Yd2zLgVyqbTcAaCmY_ttGGwsW88m41O2rzcMAC 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss GE03 Truss Type GABLE Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131594 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5qTP7sAHUofgTiGdPpmxsGyvWRS-6NjE_Yd2zLgVyqbTcAaCmY_3zGNHshB8m41O2rzcMAC Scale = 1:11.0 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 3-11-8 3-11-8 0-4-01-7-134.00 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-P 0.18 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=3-11-8, 2=3-11-8 Max Horz 2=45(LC 7) Max Uplift 4=-17(LC 10), 2=-47(LC 6) Max Grav 4=134(LC 1), 2=202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J0A Truss Type Jack-Closed Qty 5 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131595 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-L6mdtdkhr6oDXCnCdZEJdRsdcuT1TlQTq_jMspzcMA3 Scale = 1:16.7 1 2 3 2x4 2x4 3x6 1-9-01-9-0 1-9-0 1-9-0 0-8-02-8-814.00 12 Plate Offsets (X,Y)-- [1:0-0-7,0-0-6], [1:0-0-14,0-3-14] 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-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 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 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 1=0-3-8 Max Horz 1=62(LC 9) Max Uplift 3=-39(LC 7), 1=-8(LC 6) Max Grav 3=79(LC 17), 1=79(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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 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, 1. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J01 Truss Type JACK-CLOSED Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131596 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-aaHcCtegkfoMa_Af9u5RIlXCWgkXb7OI?knxaHzcMAB Scale = 1:16.7 2 3 1 4 6 5 2x4 2x4 6x16 2x4 1-9-01-9-0 -1-4-0 1-4-0 1-9-0 1-9-0 0-8-01-5-414.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-3,0-1-12], [4:0-1-6,0-0-8], [6:0-1-2,0-1-5], [6:1-2-3,0-1-12] 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 0.32 0.08 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=69(LC 9) Max Uplift 5=-38(LC 7), 6=-37(LC 6) Max Grav 5=54(LC 8), 6=175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-146/255 NOTES-(8-11) 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) -1-4-0 to 0-4-13, Interior(1) 0-4-13 to 1-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J02 Truss Type Jack-Closed Girder Qty 4 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131597 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-3mr_PDfIVywDB8lsjbcgrz4P632jKbhRDOWU6jzcMAA Scale = 1:15.8 1 2 3 4 6 578 2x4 3x4 3x4 2x4 2x4 2-0-92-0-9 4-1-22-0-9 -1-4-0 1-4-0 0-10-9 0-10-9 4-1-2 3-2-9 1-6-112-5-122-7-02-2-40-3-82-5-1214.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:0-2-8,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-R 0.14 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 4-1-2 oc purlins, except end verticals. 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=-78(LC 8), 5=-61(LC 5) Max Grav 6=238(LC 1), 5=159(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 105 lb up at 0-10-9, and 63 lb down and 40 lb up at 2-1-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J02 Truss Type Jack-Closed Girder Qty 4 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131597 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:11 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-3mr_PDfIVywDB8lsjbcgrz4P632jKbhRDOWU6jzcMAA 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=27(F) 8=-54(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J03 Truss Type Jack-Closed Qty 4 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131598 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-XyPMdZgwGG23pHK2HJ7vOAcZeTPT32xaS2G2eAzcMA9 Scale = 1:22.2 1 2 3 4 6 5 2x4 3x4 3x4 2x4 2x4 1-11-71-11-7 4-1-22-1-11 -1-4-0 1-4-0 1-11-7 1-11-7 4-1-2 2-1-11 1-6-113-8-33-10-03-4-110-3-83-8-314.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:0-2-4,0-1-8] 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-R 0.15 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 4-1-2 oc purlins, except end verticals. 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=113(LC 7) Max Uplift 6=-19(LC 10), 5=-53(LC 7) Max Grav 6=234(LC 1), 5=128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J04 Truss Type Jack-Closed Qty 4 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131599 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-?8zkqvhY1aAwRRuEr0e8wO9jftleoVAkhi?bBczcMA8 Scale = 1:28.6 1 2 3 4 6 5 3x4 3x4 3x4 2x4 2x4 3-0-43-0-4 4-1-21-0-14 -1-4-0 1-4-0 3-0-4 3-0-4 4-1-2 1-0-14 1-6-114-11-35-1-04-7-110-3-84-11-314.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:0-2-4,0-1-8] 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-R 0.20 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins, except end verticals. 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=148(LC 7) Max Uplift 6=-7(LC 6), 5=-82(LC 7) Max Grav 6=234(LC 1), 5=147(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J05 Truss Type Jack-Closed Qty 18 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131600 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-?8zkqvhY1aAwRRuEr0e8wO9iAtkEoVAkhi?bBczcMA8 Scale = 1:35.0 1 2 3 5 4 3x4 3x6 3x4 2x4 -1-4-0 1-4-0 4-1-2 4-1-2 1-6-116-4-06-0-80-3-86-4-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 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 4-1-2 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=180(LC 9) Max Uplift 5=-32(LC 6), 4=-115(LC 7) Max Grav 5=264(LC 18), 4=188(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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 except (jt=lb) 4=115. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J06 Truss Type Jack-Closed Qty 4 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131601 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-TLX72FhAntIn2bTROk9NTbiwfH6wXyQtwMl9j2zcMA7 Scale: 3/4"=1' 1 2 3 5 4 3x8 2x4 2x4 2-9-92-9-9 -1-4-0 1-4-0 2-9-9 2-9-9 0-10-02-7-07.50 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-4], [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 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 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=72(LC 7) Max Uplift 5=-28(LC 10), 4=-20(LC 7) Max Grav 5=195(LC 1), 4=86(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J07 Truss Type Jack-Open Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131602 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-PjetSxjRJVYVIvdpW8CrY0nFw4oq?rwANgEFnxzcMA5 Scale = 1:11.6 1 2 5 3 43x8 -1-4-0 1-4-0 1-5-3 1-5-3 0-10-01-8-121-3-111-8-127.50 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-4], [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 0.02 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 1-5-3 except (jt=length) 3=Mechanical, 3=Mechanical. (lb) - Max Horz 5=40(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 3 Max Grav All reactions 250 lb or less at joint(s) 5, 3, 3, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J08 Truss Type Jack-Open Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131603 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-PjetSxjRJVYVIvdpW8CrY0nFw4oq?rwANgEFnxzcMA5 Scale = 1:11.6 1 2 5 3 43x8 -1-4-0 1-4-0 1-5-3 1-5-3 0-10-01-8-121-3-111-8-127.50 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-4], [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 0.02 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 1-5-3 except (jt=length) 3=Mechanical, 3=Mechanical. (lb) - Max Horz 5=40(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 3 Max Grav All reactions 250 lb or less at joint(s) 5, 3, 3, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131604 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-L6mdtdkhr6oDXCnCdZEJdRsdeuTITlJTq_jMspzcMA3 Scale = 1:14.8 1 2 3 5 6 4 2x4 4x6 2x4 2x4 2x4 0-10-130-10-13 1-9-60-10-8 -1-0-0 1-0-0 0-4-0 0-4-0 1-9-6 1-5-6 0-6-00-8-02-4-41-9-22-4-46.00 12 14.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 6=Mechanical Max Horz 2=61(LC 10) Max Uplift 4=-39(LC 10), 2=-1(LC 6) Max Grav 4=38(LC 17), 2=134(LC 1), 6=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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 0-5-2, Exterior(2R) 0-5-2 to 1-8-0 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131605 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-qIK05ylJcQx49MMOBHlYAfPoVIpUCCfc3eSwOGzcMA2 Scale = 1:14.8 1 2 32x4 1-9-61-9-6 1-9-6 1-9-6 0-3-52-4-41-9-22-4-414.00 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-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1-3 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 1=57(LC 10) Max Uplift 2=-50(LC 10) Max Grav 1=64(LC 1), 2=55(LC 17), 3=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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 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. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J11 Truss Type Jack-Closed Qty 3 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131606 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-IVuOIImxNj3xmWxal_Gnisyqdi6WxYlmIICTwizcMA1 Scale = 1:41.5 2 3 5 1 4 9 8 7 6 4x6 4x6 3x8 MT18HS 3x6 2x4 2x4 2x4 2x4 3x4 2-0-02-0-0 3-5-81-5-8 -1-4-0 1-4-0 2-0-0 2-0-0 3-5-8 1-5-8 2-4-07-10-77-6-151-2-87-10-714.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-4], [5:Edge,0-3-8], [6: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.60 0.23 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 0.24 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 27 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-1-8 Max Horz 9=200(LC 9) Max Uplift 9=-69(LC 6), 6=-140(LC 7) Max Grav 9=262(LC 18), 6=177(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 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) -1-4-0 to 0-1-4, Exterior(2R) 0-1-4 to 3-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 6=140. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J12 Truss Type Jack-Open Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131607 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-IVuOIImxNj3xmWxal_Gnisyw7i9jxTLmIICTwizcMA1 Scale = 1:25.2 2 1 4 6 5 3 2x4 6x10 3x4 2x4 2x4 2-0-72-0-7 -1-4-0 1-4-0 2-0-7 2-0-7 2-4-04-4-73-9-154-4-712.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-9-0,0-1-0], [3:Edge,0-3-8], [4:0-1-4,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.03 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.32 (loc) 6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 5=Mechanical Max Horz 6=71(LC 7) Max Uplift 6=-9(LC 6), 3=-133(LC 10), 5=-2(LC 17) Max Grav 6=178(LC 1), 3=88(LC 8), 5=43(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-829/279, 2-4=-250/796 WEBS 3-4=-83/297 NOTES-(10-13) 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 0-1-12, Exterior(2R) 0-1-12 to 1-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5 except (jt=lb) 3=133. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J13 Truss Type Jack-Open Qty 4 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131608 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-mhSmWenZ81BoOgWnJin0F4U2x5Teg69vXyx0T8zcMA0 Scale = 1:23.6 2 3 1 4 6 5 3x6 4x6 3x4 3x4 3x4 3x8 MT18HS 1-5-81-5-8 -1-4-0 1-4-0 1-5-8 1-5-8 2-4-03-8-54-0-73-8-150-3-84-0-714.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-2-4], [2:0-1-9,0-0-0], [3:Edge,0-1-12], [5:0-3-8,Edge], [6:0-2-12,0-0-8] 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 0.43 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.04 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 12 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 3=Mechanical, 5=0-1-8 Max Horz 6=-125(LC 8) Max Uplift 6=-120(LC 8), 3=-82(LC 7), 5=-85(LC 7) Max Grav 6=178(LC 18), 3=85(LC 8), 5=105(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 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) -1-4-0 to 1-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5 except (jt=lb) 6=120. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J14 Truss Type Jack-Open Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131609 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-Et08j_oCvLJf0q4zsPJFnH1F0VqoPZP3lcha?bzcMA? Scale = 1:23.6 1 4 3 2 3x4 3x6 3x4 2x4 1-5-8 1-5-8 2-4-04-0-70-3-814.00 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.29 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.04 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-8 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=0-1-8 Max Horz 4=-57(LC 8) Max Uplift 4=-45(LC 8), 2=-63(LC 10), 3=-32(LC 7) Max Grav 4=83(LC 7), 2=57(LC 17), 3=50(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 3 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) 3. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss J15 Truss Type Jack-Closed Qty 8 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131610 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-i4ZWwKoqgeRWd_f9Q7qUKVZQ2vAy8?tC_GQ7X1zcMA_ Scale = 1:35.0 1 2 3 4 8 7 6 5 3x4 3x6 3x4 2x4 2x4 2x4 3x4 2-2-02-2-0 4-1-21-11-2 -1-4-0 1-4-0 2-2-0 2-2-0 4-1-2 1-11-2 1-6-116-4-05-4-80-11-85-8-00-8-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-0-9,0-1-8], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.12 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.05 -0.04 (loc) 7 7 5 l/defl >835 >854 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 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 4-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-1-8 Max Horz 8=173(LC 7) Max Uplift 8=-31(LC 6), 5=-114(LC 7) Max Grav 8=263(LC 18), 5=188(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 5=114. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss M01 Truss Type Monopitch Qty 6 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131611 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5qTP7sAHUofgTiGdPpmxsGyvWRS-AG7v8gpSRyZMF7EM_qLjti6dZJU_tTvMDwAh2TzcM9z Scale = 1:11.0 1 2 3 4 2x4 2x4 2x4 -1-0-0 1-0-0 3-11-8 3-11-8 0-4-01-7-131-4-50-3-81-7-134.00 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-P 0.15 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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)2=0-3-8, 4=0-1-8 Max Horz 2=45(LC 7) Max Uplift 2=-52(LC 6), 4=-15(LC 10) Max Grav 2=207(LC 1), 4=126(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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) 2, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss PB01 Truss Type GABLE Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131612 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-eShHL0q4CGhDtHpYYXsyPwfnqjqbcwoVRZvEbvzcM9y Scale = 1:17.6 2 3 4 6 1 7 8 5 4x6 2x4 2x4 2x4 8-0-08-0-0 4-0-0 4-0-0 8-0-0 4-0-0 -0-0-42-5-122-6-00-1-00-1-87.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.17 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 1=-42(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-136(LC 17), 5=-120(LC 18), 2=-123(LC 10), 4=-114(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=296(LC 17), 4=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) 0-3-14 to 3-3-14, Corner(3R) 3-3-14 to 4-8-2, Corner(3E) 4-8-2 to 7-8-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 1, 120 lb uplift at joint 5, 123 lb uplift at joint 2 and 114 lb uplift at joint 4. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131613 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-6fFfZMrizZp4UROk5FNBy7B_O6CqLNdegDfn7MzcM9x Scale = 1:17.6 2 3 4 5 6 10 9 8 1 11 12 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-0-08-0-0 4-0-0 4-0-0 8-0-0 4-0-0 -0-0-42-5-122-6-00-1-00-1-87.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 1=-42(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) 0-3-14 to 3-3-14, Corner(3R) 3-3-14 to 4-8-2, Corner(3E) 4-8-2 to 7-8-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T02 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131614 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-31NP_1syUB3oklY7DgPf1YH5twk_p6ox8X8uBEzcM9v Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 28 29 30 31 32 33 34 35 3x6 5x12 6x8 3x8 6x10 4x6 3x8 MT18HS 2x4 2x4 6x10 4x6 3x4 2x4 3x4 3x8 6x8 3x4 9-2-49-2-4 18-2-08-11-12 25-7-07-5-0 32-8-47-1-4 40-0-07-3-12 -1-4-0 1-4-0 7-2-4 7-2-4 14-2-0 6-11-12 22-2-0 8-0-0 25-7-0 3-5-0 32-8-4 7-1-4 40-0-0 7-3-12 41-4-0 1-4-0 0-10-09-8-411-11-120-10-02-3-811-11-127.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [6:0-7-8,0-1-4], [7:0-5-4,0-1-12], [10:0-1-12,0-1-8], [12:0-5-14,Edge], [14:0-2-8,0-1-8], [16:0-2-4,0-3-0] 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 0.97 0.64 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.48 0.16 (loc) 17-19 17-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 172 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19: 2x4 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15, 7-17 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-204(LC 6) Max Uplift 2=-70(LC 10), 12=-101(LC 11) Max Grav 2=1747(LC 2), 12=1733(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2467/90, 4-6=-2368/156, 6-7=-1807/139, 7-8=-2597/217, 8-10=-2626/112, 10-12=-2426/127 BOT CHORD 2-19=-63/2101, 17-19=0/1664, 16-17=0/1775, 12-14=-9/1977 WEBS 8-16=-330/174, 4-19=-295/209, 6-19=-102/693, 6-17=-14/462, 7-16=-176/1223, 14-16=-11/2067, 10-16=-78/274, 10-14=-462/88 NOTES-(9-12) 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) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-11-1, Exterior(2R) 9-11-1 to 26-4-15, Interior(1) 26-4-15 to 38-4-0, Exterior(2E) 38-4-0 to 41-4-0 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) 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) 12=101. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T03 Truss Type COMMON Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131615 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-XDxoBNtbFUBfLv7JnNxuampGRK4gYer5MBtRkhzcM9u Scale = 1:84.0 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 34 35 3x6 5x6 3x6 3x6 6x10 4x6 4x8 3x4 4x6 2x4 3x4 4x6 2x4 6x10 4x6 3x6 10-1-410-1-4 20-0-09-10-12 29-10-129-10-12 40-0-010-1-4 -1-4-0 1-4-0 6-9-11 6-9-11 13-4-13 6-7-3 20-0-0 6-7-3 26-7-3 6-7-3 33-2-5 6-7-3 40-0-0 6-9-11 0-10-013-4-00-10-07.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [6:0-1-12,0-1-8], [8:0-1-12,0-1-8], [12:0-5-14,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 0.98 0.68 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.55 0.11 (loc) 15-17 15-17 12 l/defl >999 >875 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-15,8-15,6-15: 2x4 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15, 6-15 REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=240(LC 9) Max Uplift 12=-78(LC 11), 2=-100(LC 10) Max Grav 12=1751(LC 18), 2=1818(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2525/142, 4-6=-2386/161, 6-7=-1722/194, 7-8=-1721/194, 8-10=-2392/163, 10-12=-2531/145 BOT CHORD 2-17=-199/2225, 15-17=-94/1882, 13-15=0/1775, 12-13=-48/2060 WEBS 7-15=-87/1460, 8-15=-725/208, 8-13=-23/611, 6-15=-722/207, 6-17=-21/604 NOTES-(8-11) 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) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 37-0-0, Exterior(2E) 37-0-0 to 40-0-0 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) 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T04 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131616 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-?QUAOjuD0oJWz2iVK5S76zMR?kNAH0NEbrd?G7zcM9t Scale = 1:73.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 33 34 35 36 37 38 3x6 5x6 5x6 3x6 6x10 4x6 2x4 2x4 2x4 3x6 3x4 4x6 5x12 2x4 3x4 4x6 6x10 4x6 2x4 2x4 5x12 5x8 5-2-45-2-4 10-2-04-11-12 18-1-77-11-7 20-0-01-10-9 23-8-83-8-8 27-5-103-9-2 33-7-96-1-15 40-0-06-4-7 -1-4-0 1-4-0 5-2-4 5-2-4 10-2-0 4-11-12 12-6-6 2-4-6 18-1-7 5-7-1 20-0-0 1-10-9 23-8-8 3-8-8 27-5-10 3-9-2 33-7-9 6-1-15 40-0-0 6-4-7 41-4-0 1-4-0 0-10-08-5-118-8-00-10-00-8-08-5-117.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [4:0-1-12,0-1-8], [7:0-2-12,0-1-8], [9:0-2-12,0-1-8], [11:0-1-12,0-1-8], [13:0-5-14,Edge], [15:0-2-4,0-2-0], [19:0-5-0,0-2-8], [20:0-6-0,0-3-0] , [21:0-6-0,0-2-12], [23:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.99 0.79 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.92 0.16 (loc) 20-21 20-21 13 l/defl >883 >521 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-18: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-20,9-20: 2x4 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=157(LC 9) Max Uplift 2=-45(LC 10), 13=-31(LC 11) Max Grav 2=1731(LC 2), 13=1749(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2441/34, 4-5=-2494/65, 5-7=-2443/118, 7-8=-2385/75, 8-9=-2376/72, 9-11=-2414/42, 11-13=-2468/19 BOT CHORD 2-23=-59/2001, 20-21=-47/1909, 19-20=0/2014, 13-15=0/2016 WEBS 21-23=-62/1964, 7-21=-102/701, 17-19=0/327, 9-19=0/631, 8-20=-505/179, 7-20=-74/750, 9-20=-134/603, 15-19=0/1989 NOTES-(8-11) 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) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-3-7, Exterior(2R) 8-3-7 to 16-9-4, Interior(1) 16-9-4 to 23-2-12, Exterior(2R) 23-2-12 to 31-8-9, Interior(1) 31-8-9 to 38-4-0, Exterior(2E) 38-4-0 to 41-4-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T05 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131617 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-xocwpPvTYPZEDMruSWUbBORpgX1KlxWX2966L0zcM9r Scale = 1:76.9 1 2 3 4 56 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 3x6 5x6 3x6 6x10 4x6 2x4 3x4 5x8 2x4 3x6 3x4 4x6 5x8 3x8 4x6 5x8 3x4 6x10 4x6 5-2-45-2-4 10-2-04-11-12 16-3-36-1-3 23-8-87-5-5 31-9-38-0-11 40-0-08-2-13 -1-4-0 1-4-0 5-2-4 5-2-4 10-2-0 4-11-12 16-3-3 6-1-3 23-8-13 7-5-11 31-9-3 8-0-5 40-0-0 8-2-13 0-10-010-9-1111-0-00-10-00-8-010-9-117.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [4:0-1-12,0-1-8], [5:0-1-12,0-1-8], [7:0-2-12,0-1-12], [8:0-4-0,0-3-4], [10:0-1-12,0-1-8], [12:0-5-14,Edge], [13:0-2-8,0-2-0], [16:0-5-8 ,0-2-12], [18:0-5-0,0-2-8], [20:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.85 0.94 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.53 0.16 (loc) 16-17 16-17 12 l/defl >999 >902 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-8,1-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-18,14-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-15,8-17: 2x4 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 8-17, 10-16 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=195(LC 7) Max Uplift 2=-83(LC 10), 12=-61(LC 11) Max Grav 2=1716(LC 17), 12=1668(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2397/95, 4-5=-2457/129, 5-7=-2028/137, 7-8=-1661/155, 8-10=-2026/142, 10-12=-2444/99 BOT CHORD 2-20=-146/2065, 17-18=-92/2145, 16-17=0/1647, 12-13=0/1994 WEBS 5-18=-5/422, 8-16=-18/702, 18-20=-145/2044, 5-17=-661/169, 7-17=0/746, 13-16=0/1907, 10-16=-523/176, 10-13=0/264 NOTES-(8-11) 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) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-0-4, Exterior(2R) 12-0-4 to 27-11-12, Interior(1) 27-11-12 to 37-0-0, Exterior(2E) 37-0-0 to 40-0-0 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) 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T06 Truss Type COMMON Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131618 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-P?AI1lw5Jjh5qWQ40D?qkc_yTxRdUSsgHprftSzcM9q Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 3x6 5x6 3x6 6x10 4x6 3x6 4x8 3x4 3x4 2x4 3x4 3x4 2x4 6x10 4x6 3x6 10-1-410-1-4 20-0-09-10-12 29-10-129-10-12 40-0-010-1-4 -1-4-0 1-4-0 6-9-11 6-9-11 13-4-13 6-7-3 20-0-0 6-7-3 26-7-3 6-7-3 33-2-5 6-7-3 40-0-0 6-9-11 41-4-0 1-4-0 0-10-013-4-00-10-07.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [6:0-1-12,0-1-8], [8:0-1-12,0-1-8], [12:0-5-14,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 0.97 0.68 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.55 0.11 (loc) 16-18 16-18 12 l/defl >999 >874 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-16,8-16,6-16: 2x4 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 6-16 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-245(LC 8) Max Uplift 2=-100(LC 10), 12=-100(LC 11) Max Grav 2=1817(LC 17), 12=1817(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2523/142, 4-6=-2385/161, 6-7=-1720/193, 7-8=-1720/193, 8-10=-2385/161, 10-12=-2524/142 BOT CHORD 2-18=-188/2231, 16-18=-83/1889, 14-16=0/1780, 12-14=-23/2048 WEBS 7-16=-86/1458, 8-16=-722/207, 8-14=-21/604, 6-16=-722/207, 6-18=-21/604 NOTES-(7-10) 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) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 38-4-0, Exterior(2E) 38-4-0 to 41-4-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T07 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131619 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-MNI3SRyLrKyp4qaT7e2Ip13QFl88yGNzl7KmxKzcM9o Scale = 1:57.9 2 3 5 6 7 8 9 10 11 1 4 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 29 30 4x6 6x6 4x6 6x6 4x6 2x4 3x6 4x8 4x8 4x6 4x6 2x4 4x6 4x6 2x4 2x4 2x4 6x6 2x4 6x6 1-0-01-0-0 4-0-73-0-7 7-5-153-5-8 12-4-14-10-3 15-9-93-5-8 18-10-03-0-7 19-10-01-0-0 -1-4-0 1-4-0 1-0-0 1-0-0 4-0-7 3-0-7 7-5-15 3-5-8 9-11-0 2-5-1 12-4-1 2-5-1 15-9-9 3-5-8 18-10-0 3-0-7 19-10-0 1-0-0 21-2-0 1-4-0 2-4-06-2-28-9-82-4-06-2-212.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-3-14], [5:0-3-0,0-1-5], [6:0-2-5,Edge], [7:0-3-0,0-1-8], [8:0-2-5,Edge], [9:0-3-0,0-1-5], [11:0-4-15,0-3-14], [15:0-2-8,0-3-0], [19:0-2-8,0-3-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.61 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.20 0.01 (loc) 16-18 16-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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)20=0-3-8, 14=0-3-8 Max Horz 20=-179(LC 8) Max Uplift 20=-56(LC 10), 14=-56(LC 11) Max Grav 20=906(LC 2), 14=906(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/83, 3-5=-710/166, 5-6=-659/176, 6-7=-952/305, 7-8=-952/307, 8-9=-659/181, 9-10=-710/171, 10-11=-426/85, 2-20=-1171/124, 11-14=-1171/130 BOT CHORD 18-19=-69/488, 16-18=-15/521, 15-16=-1/437 WEBS 5-18=-29/473, 6-18=-794/273, 8-16=-794/271, 9-16=-34/473, 7-18=-192/623, 7-16=-184/623, 4-19=-437/60, 3-4=-520/94, 12-15=-437/59, 10-12=-520/98, 2-19=0/984, 11-15=0/984 NOTES-(9-12) 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) -1-4-0 to 3-1-4, Exterior(2R) 3-1-4 to 7-0-7, Interior(1) 7-0-7 to 7-5-15, Exterior(2R) 7-5-15 to 9-11-0, Exterior(2E) 9-11-0 to 12-4-1, Interior(1) 12-4-1 to 12-9-9, Exterior(2R) 12-9-9 to 16-8-12, Exterior(2E) 16-8-12 to 21-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T08 Truss Type Roof Special Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131620 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-qasRfmy_ce4fhz9fhLZXMEcYT8Qbhp97zn4JUnzcM9n Scale = 1:53.2 2 3 5 6 7 8 1 4 9 10 17 16 15 14 13 12 111819 4x6 4x6 2x4 3x8 2x4 3x4 4x6 4x6 2x4 4x6 4x6 2x4 2x4 6x6 6x6 2x4 2x4 0-10-12 0-10-12 1-0-0 0-1-4 6-4-7 5-4-7 9-5-7 3-1-0 10-4-9 0-11-3 13-5-9 3-1-0 18-9-0 5-3-7 18-10-4 0-1-4 19-10-0 0-11-12 -1-4-01-4-0 0-10-120-10-12 1-0-0 0-1-4 6-4-75-4-7 9-5-73-1-0 9-11-00-5-9 10-4-9 0-5-9 13-5-93-1-0 18-9-05-3-7 18-10-40-1-4 19-7-8 0-9-4 19-10-0 0-2-821-2-01-4-0 2-4-08-6-28-8-72-4-08-6-212.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-3-14], [5:0-3-4,0-1-4], [6:0-3-0,0-1-8], [8:0-4-15,0-3-14], [12:0-2-8,0-3-0], [16:0-2-8,0-3-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.79 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.43 0.01 (loc) 13-15 13-15 11 l/defl >936 >544 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 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* 5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=176(LC 9) Max Uplift 17=-31(LC 10), 11=-31(LC 11) Max Grav 17=937(LC 2), 11=927(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-464/24, 3-5=-770/158, 5-6=-456/187, 6-7=-755/158, 7-8=-481/31, 2-17=-1279/22, 8-11=-1222/19 BOT CHORD 15-16=-75/511, 13-15=-76/508, 12-13=-12/459 WEBS 5-15=0/321, 6-13=0/295, 2-16=-7/1067, 8-12=-7/992, 4-16=-421/116, 3-4=-493/146, 9-12=-387/112, 7-9=-454/138 NOTES-(9-12) 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) -1-4-0 to 4-4-3, Exterior(2R) 4-4-3 to 15-5-13, Exterior(2E) 15-5-13 to 21-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T09 Truss Type Hip Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131621 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-ImQps6zcNyCWJ7ksF34muS9nvYodQGBGCRpt0DzcM9m Scale = 1:65.6 2 3 5 6 7 8 1 4 14 13 12 11 10 9 15 16 17 18 4x6 4x6 2x4 2x4 3x6 2x4 3x4 4x6 4x6 6x6 6x6 2x4 2x4 3x4 1-0-01-0-0 8-8-77-8-7 11-1-92-5-3 19-6-08-4-7 19-10-00-4-0 -1-4-0 1-4-0 1-0-0 1-0-0 8-8-7 7-8-7 11-1-9 2-5-3 15-4-5 4-2-11 19-6-0 4-1-11 19-10-0 0-4-0 2-4-010-10-211-0-70-3-810-10-212.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-3-14], [5:0-3-0,0-1-8], [6:0-3-0,0-1-8], [7:0-1-8,0-1-8], [9:0-2-8,0-3-0], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.67 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.39 0.01 (loc) 12-13 9-10 9 l/defl >716 >593 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12,6-10: 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. WEBS 1 Row at midpt 7-9 REACTIONS. (size)14=0-3-8, 9=0-3-8 Max Horz 14=226(LC 9) Max Uplift 14=-34(LC 10), 9=-17(LC 10) Max Grav 14=931(LC 2), 9=845(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-468/0, 3-5=-733/156, 5-6=-411/215, 6-7=-651/221, 2-14=-1240/0 BOT CHORD 12-13=-52/475, 10-12=-53/473, 9-10=-9/429 WEBS 5-12=0/251, 6-10=-72/309, 2-13=-22/1059, 4-13=-485/205, 3-4=-560/245, 7-9=-723/51 NOTES-(9-12) 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) -1-4-0 to 4-4-3, Exterior(2R) 4-4-3 to 15-4-5, Interior(1) 15-4-5 to 16-4-12, Exterior(2E) 16-4-12 to 19-4-12 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) 14, 9. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T10 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131622 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-myzB4S_E8FKNxHJ2omb?RfhqWy8p9kXPR5ZQYfzcM9l Scale = 1:71.1 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 34 35 36 37 3x6 5x6 5x6 8x10 5x6 3x6 4x6 2x4 2x4 3x8 4x6 2x4 6x10 4x6 3x6 10-1-410-1-4 20-0-09-10-12 29-10-129-10-12 39-8-89-9-12 -1-4-0 1-4-0 6-9-11 6-9-11 12-6-6 5-8-11 20-0-0 7-5-10 27-5-10 7-5-10 33-2-5 5-8-11 39-8-8 6-6-3 0-10-08-5-118-8-01-0-38-5-117.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [6:0-2-12,0-1-8], [8:0-2-8,0-1-8] 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 0.95 0.67 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.54 0.13 (loc) 12-14 12-14 11 l/defl >999 >876 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-14,8-14: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS. (size)11=Mechanical, 2=0-3-8 Max Horz 2=152(LC 7) Max Uplift 11=-37(LC 11), 2=-61(LC 10) Max Grav 11=1678(LC 2), 2=1737(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2426/84, 4-6=-2281/105, 6-7=-2137/129, 7-8=-2136/129, 8-9=-2231/110, 9-11=-2359/92 BOT CHORD 2-16=-89/1982, 14-16=-67/1764, 12-14=0/1746, 11-12=-20/1913 WEBS 6-14=-113/633, 7-14=-493/179, 8-14=-110/658, 6-16=-28/585, 8-12=-28/526 NOTES-(9-12) 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) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-3-7, Exterior(2R) 8-3-7 to 16-9-4, Interior(1) 16-9-4 to 23-2-12, Exterior(2R) 23-2-12 to 31-8-9, Interior(1) 31-8-9 to 36-8-8, Exterior(2E) 36-8-8 to 39-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T11 Truss Type HIP Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131623 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-iL5yV8?Ugta5AbTQwBdTW4nD?mpyddiiuP2XdYzcM9j Scale = 1:76.0 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 25 26 27 28 29 30 31 32 33 34 35 3x6 5x8 6x8 3x6 3x6 8x10 5x6 3x6 2x4 3x4 3x6 2x4 6x10 4x6 3x6 10-4-910-4-9 20-0-09-7-8 29-7-79-7-7 39-8-810-1-1 -1-4-0 1-4-0 8-2-13 8-2-13 16-3-3 8-0-5 23-8-13 7-5-11 31-9-5 8-0-7 39-8-8 7-11-3 0-10-010-9-1111-0-01-0-310-9-117.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [6:0-4-0,0-1-8], [7:0-4-5,Edge], [11:0-7-1,0-0-4] 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 0.76 0.76 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.49 0.14 (loc) 12-14 12-14 11 l/defl >999 >964 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-16,9-12: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-14 REACTIONS. (size)11=Mechanical, 2=0-3-8 Max Horz 2=195(LC 7) Max Uplift 11=-60(LC 11), 2=-83(LC 10) Max Grav 11=1716(LC 18), 2=1784(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2475/113, 4-6=-2363/192, 6-7=-1661/150, 7-9=-2307/190, 9-11=-2412/112 BOT CHORD 2-16=-136/2120, 14-16=0/1593, 12-14=0/1575, 11-12=-12/1964 WEBS 4-16=-344/237, 6-16=-124/826, 6-14=-47/342, 7-14=-34/365, 7-12=-123/753, 9-12=-303/234 NOTES-(9-12) 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) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-0-4, Exterior(2R) 12-0-4 to 27-11-12, Interior(1) 27-11-12 to 36-8-8, Exterior(2E) 36-8-8 to 39-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131624 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-AXfKiU06RAiyol1dUv8i3IJO096UL_1s73n49_zcM9i Scale = 1:85.1 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 32 33 3x8 3x6 5x6 5x6 5x6 5x6 6x6 2x4 6x10 4x6 3x8 MT18HS 3x4 2x4 3x8 3x6 3x4 4x10 4x8 3x8 MT18HS 9-2-4 9-2-4 17-1-12 7-11-8 18-2-0 1-0-4 18-11-10 0-9-10 22-7-10 3-8-0 32-3-10 9-8-0 32-6-9 0-2-15 40-0-0 7-5-7 -1-4-0 1-4-0 9-2-4 9-2-4 18-2-0 8-11-12 18-8-11 0-6-11 18-11-10 0-2-15 22-7-10 3-8-0 27-7-1 4-11-7 32-6-9 4-11-7 37-10-6 5-3-13 40-0-0 2-1-10 0-10-011-5-155-3-1012-2-43-0-011-5-157.50 12 14.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [4:0-1-12,0-1-8], [6:0-1-12,0-2-8], [7:0-3-0,Edge], [8:0-2-15,0-2-11], [9:0-3-0,0-1-8], [10:0-1-8,0-1-8], [11:0-2-15,0-2-11], [12:0-3-4,0-2-0], [14:Edge,0-1-8], [15:0-2-0,0-1-8] 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-MSH 0.75 0.93 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.60 0.09 (loc) 15-17 15-17 14 l/defl >999 >793 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-19: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-17,6-18,9-18: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-17. WEBS 1 Row at midpt 4-18, 10-17, 12-14, 11-15, 9-18 REACTIONS. (size)2=0-3-8, 14=Mechanical Max Horz 2=255(LC 9) Max Uplift 2=-92(LC 10), 14=-96(LC 11) Max Grav 2=1823(LC 17), 14=1678(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2517/133, 4-6=-1892/189, 6-8=-1663/273, 8-9=-1559/207, 9-10=-1850/204, 10-11=-2597/208, 11-12=-2185/136 BOT CHORD 2-20=-135/2186, 18-20=-135/2186, 17-18=0/1569, 15-17=-53/1771, 14-15=-53/639 WEBS 4-20=0/447, 4-18=-720/176, 9-17=-57/787, 10-17=-501/170, 10-15=-63/734, 12-15=-53/2066, 12-14=-1645/115, 11-15=-1639/209, 6-18=0/618 NOTES-(11-14) 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 and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-2-0, Exterior(2R) 15-2-0 to 18-2-0, Exterior(2E) 18-2-0 to 18-11-10, Interior(1) 18-11-10 to 19-7-10, Exterior(2R) 19-7-10 to 25-7-10, Interior(1) 25-7-10 to 34-10-6, Exterior(2R) 34-10-6 to 37-10-6, Exterior(2E) 37-10-6 to 39-10-12 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) 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) 2, 14. 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 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131624 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:41 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-AXfKiU06RAiyol1dUv8i3IJO096UL_1s73n49_zcM9i 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T13 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131625 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-7wn47A2Nyoyg12B?bJBA8jOixzo7prl9aNGBDtzcM9g Scale = 1:85.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 3x8 5x6 5x8 5x6 5x6 5x6 6x16 3x4 3x4 2x4 4x8 3x6 6x10 4x6 5x6 3x8 MT18HS 3x4 9-2-49-2-4 18-2-08-11-12 22-5-84-3-8 26-4-63-10-15 28-6-132-2-7 35-10-67-3-9 40-0-04-1-10 -1-4-0 1-4-0 9-2-4 9-2-4 18-2-0 8-11-12 22-8-6 4-6-6 26-4-6 3-8-0 28-9-12 2-5-5 35-10-6 7-0-10 40-0-0 4-1-10 0-10-09-1-157-7-1012-2-43-0-09-1-157.50 12 14.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [4:0-1-12,0-1-8], [7:0-2-15,0-2-11], [8:0-3-0,0-1-8], [9:0-2-15,0-2-11], [10:0-3-8,0-2-4], [11:Edge,0-1-4], [12:Edge,0-2-8], [13:0-2-8,0-1-8], [14:0-1-4,0-0-0], [15:0-0-0,0-1-12], [15:0-7-12,0-3-0] 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 0.85 0.86 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.52 0.09 (loc) 17-19 17-19 12 l/defl >999 >924 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 195 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,6-17,10-14: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 7-16, 9-14, 7-17 REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=258(LC 9) Max Uplift 12=-96(LC 11), 2=-92(LC 10) Max Grav 12=1698(LC 2), 2=1820(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2527/139, 4-6=-1824/192, 6-7=-1806/210, 7-8=-1908/193, 8-9=-2328/232, 9-10=-1938/172, 10-11=-1373/117, 11-12=-1668/106 BOT CHORD 2-19=-140/2200, 17-19=-140/2200, 16-17=-10/1948, 14-16=-24/1739, 13-14=-27/879 WEBS 4-19=0/473, 4-17=-810/201, 6-17=-89/1582, 10-13=-386/82, 11-13=-2/1055, 7-16=-311/93, 9-14=-1518/228, 7-17=-1006/173, 8-16=-56/532, 10-14=-60/1508, 8-14=-111/785 NOTES-(10-13) 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 15-2-0, Exterior(2R) 15-2-0 to 21-2-0, Interior(1) 21-2-0 to 23-4-6, Exterior(2R) 23-4-6 to 26-4-6, Exterior(2E) 26-4-6 to 28-8-4, Interior(1) 28-8-4 to 32-10-6, Exterior(2R) 32-10-6 to 36-10-12, Exterior(2E) 36-10-12 to 39-10-12 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) 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. Continued on page 2 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T13 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131625 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:43 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-7wn47A2Nyoyg12B?bJBA8jOixzo7prl9aNGBDtzcM9g 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T14 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131626 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-b6LSKW3?j54XfCmC91iPhwxuQNCqYIXIp10kmJzcM9f Scale = 1:84.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 3x8 5x8 6x8 5x6 3x6 3x8 MT18HS 3x4 2x4 4x8 4x6 4x6 6x10 4x6 4x8 5x6 3x8 MT18HS 9-2-49-2-4 18-2-08-11-12 26-2-58-0-5 26-5-30-2-15 36-6-1010-1-7 40-0-03-5-6 -1-4-0 1-4-0 9-2-4 9-2-4 18-2-0 8-11-12 26-5-3 8-3-3 31-5-15 5-0-12 36-6-10 5-0-12 40-0-0 3-5-6 0-10-06-9-1512-2-43-0-06-9-157.50 12 14.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [4:0-1-12,0-1-8], [7:0-2-15,0-2-5], [9:0-3-4,0-2-0], [10:Edge,0-1-4], [11:0-3-8,Edge], [14:0-2-8,0-2-0] 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-MSH 0.74 0.63 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.64 0.09 (loc) 12-14 12-14 11 l/defl >999 >744 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 176 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-9,9-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-15,6-15,7-15: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 4-15, 8-12, 7-15 REACTIONS. (size)11=Mechanical, 2=0-3-8 Max Horz 2=255(LC 9) Max Uplift 11=-96(LC 11), 2=-92(LC 10) Max Grav 11=1684(LC 2), 2=1812(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2510/128, 4-6=-1813/181, 6-7=-1853/178, 7-8=-2422/161, 8-9=-831/104, 9-10=-1311/88, 10-11=-1737/82 BOT CHORD 2-17=-140/2186, 15-17=-140/2186, 14-15=-69/2424, 12-14=-85/1704 WEBS 4-17=0/467, 4-15=-803/201, 6-15=-32/1480, 8-14=-13/1158, 8-12=-1410/102, 9-12=0/774, 10-12=0/1107, 7-14=-525/124, 7-15=-1232/171 NOTES-(10-13) 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 15-2-0, Exterior(2R) 15-2-0 to 21-2-0, Interior(1) 21-2-0 to 33-6-10, Exterior(2R) 33-6-10 to 36-10-12, Exterior(2E) 36-10-12 to 39-10-12 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) 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) 11, 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T15 Truss Type ROOF SPECIAL Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131627 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-3IurYr3dUPCOGMLOjkDeD8U0EnVBHkuR2hlIIlzcM9e Scale = 1:84.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 22 23 24 25 26 27 28 3x8 5x6 6x6 7x16 MT18HS 3x6 4x6 3x4 2x4 4x8 4x6 5x12 4x6 6x10 4x6 5x6 3x8 MT18HS 9-2-49-2-4 18-2-08-11-12 29-11-111-9-1 30-2-00-2-15 38-6-108-4-10 40-0-01-5-6 -1-4-0 1-4-0 9-2-4 9-2-4 18-2-0 8-11-12 24-2-0 6-0-0 30-2-0 6-0-0 38-6-10 8-4-10 40-0-0 1-5-6 0-10-04-5-1512-2-43-0-04-5-157.50 12 14.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [4:0-1-12,0-1-8], [7:0-2-0,0-2-0], [8:0-2-15,0-2-5], [9:0-11-8,Edge], [10:Edge,0-1-4], [11:Edge,0-2-8], [12:0-2-8,0-1-8], [13:0-6-0,0-1-12] 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 0.92 0.82 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.69 -1.14 0.08 (loc) 13-15 13-15 11 l/defl >693 >421 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8,9-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-15,6-15: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 7-15, 8-13 REACTIONS. (size)11=Mechanical, 2=0-3-8 Max Horz 2=253(LC 9) Max Uplift 11=-96(LC 11), 2=-92(LC 10) Max Grav 11=1655(LC 2), 2=1814(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2501/130, 4-6=-1839/172, 6-7=-1822/186, 7-8=-3683/235, 8-9=-3134/146, 9-10=-825/61, 10-11=-1712/71 BOT CHORD 2-17=-143/2180, 15-17=-143/2180, 13-15=-55/2000, 12-13=-45/582 WEBS 4-17=0/415, 4-15=-772/211, 6-15=-62/1516, 7-15=-892/213, 7-13=-109/1826, 9-13=-96/2834, 9-12=-912/150, 10-12=-74/1289, 8-13=-2313/263 NOTES-(11-14) 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 and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-2-0, Exterior(2R) 15-2-0 to 21-2-0, Interior(1) 21-2-0 to 35-6-10, Exterior(2R) 35-6-10 to 38-6-10, Exterior(2E) 38-6-10 to 39-10-12 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 12%, joint 9 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss T17 Truss Type ROOF SPECIAL Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131628 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-XVSDlB4FFjKFuWwaGSktmL0DUAp_0G?bGLVrqCzcM9d Scale = 1:87.4 1 2 3 4 56 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 3x6 5x6 3x6 6x10 4x6 2x4 2x4 2x4 2x4 3x6 3x4 4x6 4x6 3x4 3x4 4x6 5x8 5x12 6x10 4x6 5-2-45-2-4 10-2-04-11-12 16-3-86-1-8 23-8-87-5-0 31-9-08-0-8 40-0-08-3-0 -1-4-0 1-4-0 5-2-4 5-2-4 13-2-12 8-0-8 20-0-0 6-9-4 31-9-0 11-9-0 40-0-0 8-3-0 0-10-013-4-00-10-00-8-07.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [4:0-1-12,0-1-8], [7:0-1-12,0-1-8], [11:0-1-12,0-1-8], [13:0-5-14,Edge], [14:0-2-8,0-2-0], [17:0-4-4,0-2-8], [19:0-2-8,0-3-0], [21:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.83 0.91 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.52 0.16 (loc) 17-18 17-18 13 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-20,13-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-16,8-18,8-17: 2x4 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-16, 7-18, 11-17 REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=240(LC 9) Max Uplift 2=-101(LC 10), 13=-79(LC 11) Max Grav 2=1775(LC 17), 13=1723(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2478/126, 4-5=-2529/163, 5-7=-2533/222, 7-8=-2063/217, 8-9=-2040/263, 9-11=-2043/173, 11-13=-2507/128 BOT CHORD 2-21=-204/2183, 18-19=-102/2013, 17-18=0/1458, 13-14=-29/2030 WEBS 9-17=-358/193, 7-18=-695/238, 8-18=-126/1076, 8-17=-216/1082, 11-14=0/267, 19-21=-205/2144, 14-17=-35/1916, 11-17=-522/162, 7-19=-110/668 NOTES-(7-10) 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) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 37-0-0, Exterior(2E) 37-0-0 to 40-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=101. 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) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 FISCHER OBF-100 Job Reference (optional) I45131629 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-TtazAt6VnKaz7p4zOtmLrm6Zz_cRU6vukf_yv4zcM9b Scale = 1:22.9 1 2 3 4 5 8 7 691011121314151617 18 5x8 6x10 8x8 4x8 3x12 8x8 4x6 12x12 1-9-01-9-0 6-10-45-1-4 11-11-85-1-4 14-0-82-1-0 1-9-0 1-9-0 6-10-4 5-1-4 11-11-8 5-1-4 14-0-8 2-1-0 15-0-8 1-0-0 0-8-02-8-80-3-52-8-814.00 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [3:0-2-0,0-1-12], [4:0-5-0,0-1-12], [6:0-2-8,0-6-4], [7:0-2-8,0-5-12], [8:0-6-4,0-1-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.46 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.20 0.02 (loc) 7 6-7 5 l/defl >999 >805 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=-43(LC 34) Max Uplift 1=-690(LC 5), 5=-569(LC 4) Max Grav 1=5526(LC 2), 5=5603(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7833/934, 2-3=-9596/1059, 3-4=-5343/569, 4-5=-7768/802 BOT CHORD 1-8=-583/4698, 7-8=-597/4817, 6-7=-1058/9596, 5-6=-531/5178 WEBS 2-8=-487/4009, 2-7=-529/5245, 3-7=-214/1766, 3-6=-4681/562, 4-6=-538/5570 NOTES-(11-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=690, 5=569. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 194 lb down and 368 lb up at 1-9-13 on top chord, and 320 lb down and 278 lb up at 1-9-0, 1674 lb down and 98 lb up at 2-2-6, 53 lb down and 55 lb up at 3-9-12, 1658 lb down and 116 lb up at 4-2-6, 53 lb down and 55 lb up at 5-9-12, 1678 lb down and 116 lb up at 6-2-6, 53 lb down and 55 lb up at 6-10-4, 53 lb down and 55 lb up at 7-10-12, 1664 lb down and 116 lb up at 8-2-6, 53 lb down and 55 lb up at 9-10-12, 1635 lb down and 116 lb up at 10-2-6, and 115 lb down and 62 lb up at 11-10-12, and 1616 lb down and 154 lb up at 12-2-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 FISCHER OBF-100 Job Reference (optional) I45131629 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:48 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-TtazAt6VnKaz7p4zOtmLrm6Zz_cRU6vukf_yv4zcM9b 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-5=-54, 1-5=-20 Concentrated Loads (lb) Vert: 2=94(B) 8=-320(B) 7=-39(B) 6=-1(B) 9=-1459(F) 10=-39(B) 11=-1455(F) 12=-39(B) 13=-1455(F) 14=-39(B) 15=-1455(F) 16=-39(B) 17=-1455(F) 18=-1454(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-100 Job Reference (optional) I45131630 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-uSG6pv8O4FzX_HoY3?K2TPk3xBWOhZ?KQcCcWPzcM9Y Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 1531323334353637383940414243 44 45 46 5x6 3x6 5x12 4x6 2x4 3x6 3x4 2x4 3x6 2x4 6x8 3x8 2x4 5x8 5x6 3x12 2x4 5x12 4x6 5x8 4-6-14-6-1 10-2-05-7-15 16-11-46-9-4 23-8-86-9-4 31-2-77-5-15 40-0-08-9-9 -1-4-0 1-4-0 4-6-1 4-6-1 8-9-9 4-3-9 10-2-0 1-4-7 16-11-4 6-9-4 23-8-8 6-9-4 31-2-7 7-5-15 35-5-15 4-3-9 40-0-0 4-6-1 41-4-0 1-4-0 0-10-06-3-06-4-00-10-00-8-06-3-07.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [5:0-3-0,0-2-4], [6:0-2-8,0-1-8], [10:0-3-0,0-2-4], [13:0-5-14,Edge], [15:0-5-8,0-1-8], [18:0-5-4,0-2-8], [20:0-4-12,0-2-8], [22:0-4-0,0-1-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.85 0.96 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.48 -0.53 0.15 (loc) 15-17 15-17 13 l/defl >999 >909 n/a L/d 240 180 n/a PLATES MT20 Weight: 340 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=116(LC 7) Max Uplift 2=-1090(LC 5), 13=-1091(LC 4) Max Grav 2=2605(LC 1), 13=2606(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3778/1739, 4-5=-3614/1705, 5-6=-3820/1921, 6-7=-5155/2626, 7-9=-5155/2626, 9-10=-4950/2505, 10-11=-3706/1808, 11-13=-3726/1746 BOT CHORD 2-22=-1485/3121, 19-20=-1919/3907, 18-19=-2494/5053, 13-15=-1376/3031 WEBS 6-20=-1274/704, 17-18=-142/280, 9-18=-565/264, 4-22=-249/341, 6-19=-984/1742, 7-19=-377/143, 9-19=-174/262, 15-18=-1422/3073, 10-18=-1247/2288, 10-15=-230/447, 11-15=-250/310, 20-22=-1598/3282, 5-22=-502/387, 5-20=-1148/2155 NOTES-(11-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1090, 13=1091. 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. Continued on page 2 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-100 Job Reference (optional) I45131630 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:51 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-uSG6pv8O4FzX_HoY3?K2TPk3xBWOhZ?KQcCcWPzcM9Y NOTES-(11-14) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 81 lb up at 2-10-5, 108 lb down and 73 lb up at 4-10-5, 116 lb down and 102 lb up at 6-10-5, 156 lb down and 135 lb up at 8-10-5, 156 lb down and 134 lb up at 10-10-5, 156 lb down and 134 lb up at 12-10-5, 156 lb down and 134 lb up at 14-10-5, 156 lb down and 134 lb up at 16-10-5, 156 lb down and 134 lb up at 18-10-5, 156 lb down and 134 lb up at 20-0-0, 156 lb down and 134 lb up at 21-1-11, 156 lb down and 134 lb up at 23-1-11, 156 lb down and 135 lb up at 25-1-11, 156 lb down and 135 lb up at 27-1-11, 156 lb down and 135 lb up at 29-1-11, 156 lb down and 135 lb up at 31-1-11, 116 lb down and 102 lb up at 33-1-11, and 108 lb down and 73 lb up at 35-1-11, and 139 lb down and 81 lb up at 37-1-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-54, 5-10=-54, 10-14=-54, 21-23=-20, 18-20=-20, 17-27=-20 Concentrated Loads (lb) Vert: 22=-108 19=-108 15=-108 31=-139 32=-108 33=-108 34=-108 35=-108 36=-108 37=-108 38=-108 39=-108 40=-108 41=-108 42=-108 43=-108 44=-108 45=-108 46=-139 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131631 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-I1xERwAGNAL6rkX7k7tl41MfpPhJuuvm6aRG6kzcM9V Scale = 1:51.1 2 3 5 6 7 8 9 10 11 12 13 1 4 14 15 22 21 20 19 18 17 16 23 24 25 26 27 28 29 30 31 32 4x6 5x6 3x6 3x6 5x6 4x6 3x8 MT18HS 3x6 3x6 4x6 4x6 3x8 MT18HS 4x6 4x6 3x6 8x8 2x4 2x4 2x4 8x8 2x4 8x8 0-11-12 0-11-12 1-8-7 0-8-11 5-1-15 3-5-8 8-11-15 3-10-0 9-11-0 0-11-1 10-10-1 0-11-1 14-8-1 3-10-0 18-1-9 3-5-8 18-10-4 0-8-11 19-10-0 0-11-12 -1-4-0 1-4-0 0-11-12 0-11-12 1-8-7 0-8-11 5-1-15 3-5-8 8-11-15 3-10-0 9-11-0 0-11-1 10-10-1 0-11-1 14-8-1 3-10-0 18-1-9 3-5-8 18-10-4 0-8-11 19-10-0 0-11-12 21-2-0 1-4-0 2-4-03-11-77-9-77-10-72-4-07-9-712.00 126.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-3-14], [5:0-3-8,0-2-0], [6:0-3-0,0-2-12], [7:0-4-0,0-2-8], [9:0-4-0,0-2-8], [10:0-3-0,0-2-12], [11:0-3-8,0-2-0], [13:0-4-15,0-3-14], [16:Edge,0-2-8], [17:0-2-8,0-4-0], [18:0-2-8,0-1-8], [19:0-4-0,0-4-8], [20:0-2-8,0-1-8], [21:0-2-8,0-4-0] 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 0.55 0.37 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.16 0.02 (loc) 19-20 19-20 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 108 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. WEBS 1 Row at midpt 8-19 REACTIONS. (size)22=0-3-8, 16=0-3-8 Max Horz 22=-160(LC 6) Max Uplift 22=-877(LC 8), 16=-906(LC 9) Max Grav 22=1396(LC 43), 16=1385(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-654/448, 3-5=-1150/787, 5-6=-1425/998, 6-7=-1318/925, 7-8=-906/691, 8-9=-906/691, 9-10=-1318/922, 10-11=-1425/1003, 11-12=-1114/771, 12-13=-659/461, 2-22=-1580/996, 13-16=-1577/1038 BOT CHORD 20-21=-467/653, 19-20=-1006/1518, 18-19=-973/1473, 17-18=-386/585 WEBS 5-20=-852/1259, 6-20=-689/472, 10-18=-686/464, 11-18=-858/1271, 8-19=-1185/1525, 6-19=-705/530, 10-19=-708/544, 4-21=-721/459, 3-4=-790/502, 14-17=-667/415, 12-14=-734/456, 2-21=-819/1284, 13-17=-820/1269 NOTES-(12-15) 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) 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) except (jt=lb) 22=877, 16=906. 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. Continued on page 2 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131631 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:54 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-I1xERwAGNAL6rkX7k7tl41MfpPhJuuvm6aRG6kzcM9V NOTES-(12-15) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 54 lb up at 1-8-7, 112 lb down and 109 lb up at 3-9-3, 70 lb down and 62 lb up at 5-1-15, and 70 lb down and 62 lb up at 14-8-1, and 112 lb down and 109 lb up at 16-0-13 on top chord, and 68 lb down and 55 lb up at 1-8-7, 105 lb down and 85 lb up at 1-9-3, 105 lb down and 85 lb up at 3-9-3, 38 lb down and 39 lb up at 5-1-3, 195 lb down and 211 lb up at 7-0-11, 155 lb down and 160 lb up at 9-0-11, 155 lb down and 160 lb up at 9-11-0, 155 lb down and 160 lb up at 10-9-5, 195 lb down and 211 lb up at 12-9-5, 38 lb down and 39 lb up at 14-8-13, 105 lb down and 85 lb up at 16-0-13, and 105 lb down and 85 lb up at 18-0-13, and 101 lb down and 112 lb up at 18-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-54, 5-6=-54, 6-7=-54, 7-9=-54, 9-10=-54, 10-11=-54, 11-13=-54, 16-22=-20, 1-2=-54, 13-15=-54 Concentrated Loads (lb) Vert: 20=-0(F) 18=-0(F) 19=-81 23=19(F) 24=19(F) 25=-17(F=-1) 26=-16 27=-81 28=-81 29=-81 30=-81 31=-16 32=-61(F=-45) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG04 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131632 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-mEVdeGBu7UTzTu6JIrO_dFullpxcdFXwLEAqfAzcM9U Scale = 1:83.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 3x8 5x6 3x6 5x16 MT18HS 3x4 5x10 MT18HS6x10 4x6 3x8 MT18HS 3x4 2x4 4x8 4x6 4x6 4x6 5x6 3x8 MT18HS 9-2-49-2-4 18-2-08-11-12 26-0-67-10-6 33-10-137-10-6 40-0-06-1-3 -1-4-0 1-4-0 9-2-4 9-2-4 18-2-0 8-11-12 23-4-15 5-2-15 28-7-14 5-2-15 33-10-13 5-2-15 40-0-0 6-1-3 0-10-012-2-42-3-47.50 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [4:0-1-12,0-1-8], [9:0-2-0,0-1-8], [11:Edge,0-2-8], [13:0-1-12,0-2-4], [15:0-3-0,0-1-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.86 0.69 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.64 0.12 (loc) 13-15 13-15 12 l/defl >999 >750 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 10-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-16,6-16,10-12: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-16, 10-12 REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=243(LC 28) Max Uplift 12=-134(LC 9), 2=-97(LC 8) Max Grav 12=1644(LC 36), 2=1808(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2501/125, 4-6=-1839/175, 6-7=-1775/174, 7-9=-2708/200, 9-10=-5029/344 BOT CHORD 2-18=-146/2180, 16-18=-146/2180, 15-16=-14/1938, 13-15=-126/2566, 12-13=-268/4257 WEBS 4-18=0/457, 4-16=-801/204, 6-16=-84/1513, 7-16=-964/200, 7-15=-81/1110, 9-15=-826/189, 9-13=-188/2348, 10-13=-1484/232, 10-12=-4422/254 NOTES-(12-15) 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) 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) 2 except (jt=lb) 12=134. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 49 lb up at 36-2-4, and 52 lb down and 36 lb up at 38-2-4 on top chord, and 5 lb down at 36-2-4, and 7 lb down and 1 lb up at 38-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG04 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131632 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:55 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-mEVdeGBu7UTzTu6JIrO_dFullpxcdFXwLEAqfAzcM9U LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-54, 6-10=-54, 10-11=-54, 12-19=-20 Concentrated Loads (lb) Vert: 30=1(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG05 Truss Type Half Hip Girder Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131633 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-EQ3?scCXunbq52hVsYwDASR3FCPXMrc3auwNBczcM9T Scale = 1:31.2 2 3 5 6 1 4 10 9 8 7 12 11 3x6 3x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 3x6 2-0-02-0-0 3-5-81-5-8 -1-4-0 1-4-0 1-8-15 1-8-15 3-5-8 1-8-9 2-4-04-4-75-10-75-6-151-2-85-10-714.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-2-4], [3:0-2-15,0-1-10], [7:Edge,0-2-0], [10:0-2-0,0-0-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.13 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.04 0.07 (loc) 9 9 7 l/defl >848 >875 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-1-8 Max Horz 10=151(LC 7) Max Uplift 10=-150(LC 4), 7=-191(LC 5) Max Grav 10=299(LC 32), 7=207(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/206 NOTES-(12-15) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=150, 7=191. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 193 lb up at 1-8-15 on top chord, and 105 lb down and 68 lb up at 1-8-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG05 Truss Type Half Hip Girder Qty 2 Ply 1 FISCHER OBF-100 Job Reference (optional) I45131633 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:56 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-EQ3?scCXunbq52hVsYwDASR3FCPXMrc3auwNBczcM9T LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-3=-54, 3-6=-54, 9-10=-20, 7-8=-20, 1-2=-54 Concentrated Loads (lb) Vert: 11=1(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-100 Job Reference (optional) I45131634 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-f?l7UeEPBizPyWP4XgTwn53V6QGbZ5hVGs81oxzcM9Q Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 1225262728293031323334353637383940 41 42 43 44 5x6 3x6 4x10 3x4 5x10 MT18HS4x6 3x4 5x6 3x4 4x6 4x10 3x4 5x6 5x10 MT18HS 8-9-98-9-9 20-0-011-2-7 31-2-711-2-7 40-0-08-9-9 -1-4-0 1-4-0 8-9-9 8-9-9 16-3-3 7-5-10 23-8-13 7-5-10 31-2-7 7-5-10 40-0-0 8-9-9 41-4-0 1-4-0 0-10-06-3-06-4-00-10-06-3-07.50 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [4:0-3-0,0-2-4], [8:0-3-0,0-2-4], [10:0-5-13,0-0-1], [12:0-2-8,0-2-0], [14:0-3-0,0-3-8], [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 0.58 0.87 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.41 0.09 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 325 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,6-8: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 1-6-0, Right 2x3 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins. 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=-116(LC 27) Max Uplift 2=-1093(LC 5), 10=-1093(LC 4) Max Grav 2=2959(LC 35), 10=2959(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4486/1858, 4-5=-3668/1580, 5-7=-5592/2477, 7-8=-3668/1580, 8-10=-4486/1858 BOT CHORD 2-16=-1601/3803, 14-16=-2255/5186, 12-14=-2223/5169, 10-12=-1496/3747 WEBS 4-16=-922/2097, 5-16=-1848/951, 5-14=-484/972, 7-14=-484/972, 7-12=-1848/951, 8-12=-922/2097 NOTES-(12-15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1093, 10=1093. 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. Continued on page 2 March 10,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003370 Truss TG06 Truss Type HIP GIRDER Qty 1 Ply 2 FISCHER OBF-100 Job Reference (optional) I45131634 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 10 10:06:59 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:N2FB81iTcAJqlS?ef6RgW1yVYKE-f?l7UeEPBizPyWP4XgTwn53V6QGbZ5hVGs81oxzcM9Q NOTES-(12-15) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 81 lb up at 2-10-5, 108 lb down and 73 lb up at 4-10-5, 116 lb down and 102 lb up at 6-10-5, 156 lb down and 135 lb up at 8-10-5, 156 lb down and 135 lb up at 10-10-5, 156 lb down and 135 lb up at 12-10-5, 156 lb down and 135 lb up at 14-10-5, 156 lb down and 135 lb up at 16-10-5, 156 lb down and 135 lb up at 18-10-5, 156 lb down and 135 lb up at 20-0-0, 156 lb down and 135 lb up at 21-1-11, 156 lb down and 135 lb up at 23-1-11, 156 lb down and 135 lb up at 25-1-11, 156 lb down and 135 lb up at 27-1-11, 156 lb down and 135 lb up at 29-1-11, 156 lb down and 135 lb up at 31-1-11, 116 lb down and 102 lb up at 33-1-11, and 108 lb down and 73 lb up at 35-1-11, and 139 lb down and 81 lb up at 37-1-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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=-108 14=-108 12=-108 25=-139 26=-108 28=-108 29=-108 30=-108 31=-108 32=-108 34=-108 35=-108 37=-108 38=-108 39=-108 40=-108 41=-108 43=-108 44=-139 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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