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HomeMy WebLinkAboutAMBM 002 - Trusses16023 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). July 1,2022 Garcia, Juan Pages or sheets covered by this seal: I52867882 thru I52867951 My license renewal date for the state of Indiana is July 31, 2022. 002_Mapleside_Manors 002 Mapleside Manors 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 002_MAPLESIDE_MANORS Truss CG01 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867882 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-bKbmDdr?hvvAPPRRRKh?6Q7EiXs?16t90TcZprz12?H Scale = 1:18.5 1 2 5 6 3 7 4 3x4 3x4 3-3-6 3-3-6 -1-6-11 1-6-11 3-3-6 3-3-6 1-4-03-1-40-4-122-8-73-1-46.47 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (loc) 4-5 4-5 3 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 3-3-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-15, 3=Mechanical, 4=Mechanical Max Horz 5=58(LC 8) Max Uplift 5=-5(LC 8), 3=-39(LC 8) Max Grav 5=251(LC 1), 3=70(LC 31), 4=59(LC 3) 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 43 lb up at 1-7-10 on top chord, and 6 lb down and 10 lb up at 1-7-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(F) July 1,2022 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 002_MAPLESIDE_MANORS Truss CG02 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867883 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-3X98QzsdSC211Z0d?1CEedgPSxCEmZ7IF7M6LIz12?G Scale = 1:18.5 1 2 5 6 3 7 4 3x4 3x4 3-3-6 3-3-6 -1-6-11 1-6-11 3-3-6 3-3-6 1-4-03-1-42-8-73-1-46.47 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (loc) 4-5 4-5 3 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 3-3-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-15, 3=Mechanical, 4=Mechanical Max Horz 5=58(LC 8) Max Uplift 5=-5(LC 8), 3=-39(LC 8) Max Grav 5=251(LC 1), 3=70(LC 31), 4=59(LC 3) 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 43 lb up at 1-7-10 on top chord, and 6 lb down and 10 lb up at 1-7-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(B) July 1,2022 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 002_MAPLESIDE_MANORS Truss GE01 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867884 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-XjiWeJtFDWAufjbpZljTBrDa6KZ1V0fSUn5fukz12?F Scale = 1:14.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 3x4 3x4 2x4 2x4 -0-11-0 0-11-0 4-7-8 4-7-8 0-9-02-3-84.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=4-7-8, 5=4-7-8, 6=4-7-8 Max Horz 7=63(LC 7) Max Uplift 7=-27(LC 6), 5=-5(LC 9), 6=-26(LC 10) Max Grav 7=181(LC 1), 5=6(LC 10), 6=232(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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss GE01A Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867885 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-0vGurftu_qIlGtA07SEij2llskvGETubjRrDQAz12?E Scale = 1:14.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 3x4 3x4 2x4 2x4 -0-11-0 0-11-0 4-7-8 4-7-8 0-9-02-3-84.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=4-7-8, 5=4-7-8, 6=4-7-8 Max Horz 7=63(LC 7) Max Uplift 7=-27(LC 6), 5=-5(LC 9), 6=-26(LC 10) Max Grav 7=181(LC 1), 5=6(LC 10), 6=232(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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss GE02 Truss Type MONOPITCH STRUCTURAL Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867886 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-U6qH2?uWl7Qcu0lCgAlxGGIvB8EtzwCkx5amydz12?D Scale = 1:11.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 2x4 3x4 2x4 1-10-0 1-10-0 -0-11-0 0-11-0 4-1-0 4-1-0 0-5-01-9-50-3-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=1-10-0, 5=0-3-8, 4=0-1-8 Max Horz 2=47(LC 6) Max Uplift 2=-44(LC 6), 4=-27(LC 10) Max Grav 2=190(LC 1), 5=100(LC 3), 4=130(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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss GE03 Truss Type MONOPITCH Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867887 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-yIOfGLv8WRYTWAKOEtGApTrzCYVWiH2uAlKKU3z12?C Scale = 1:77.4 Sheet Back Right Option -9-4-15 1 Ply 7/16OSB8 1 2 3 4 7 6 5 8 11 12 4x6 4x6 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 3x4 9- 1 0 - 9 6-5-66-5-6 13-2-06-8-10 22-6-159-4-15 6-5-6 6-5-6 10-5-0 3-11-10 11-10-0 1-5-0 13-2-0 1-4-0 1-7-313-8-110-1-1213-8-111.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-1-12,0-1-8], [4:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.33 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 -0.39 (loc) 5-6 5-6 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5 JOINTS 1 Brace at Jt(s): 8 REACTIONS. (size)7=Mechanical, 12=0-3-8 Max Horz 7=319(LC 7) Max Uplift 12=-151(LC 10) Max Grav 7=515(LC 1), 12=549(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-500/0, 5-8=-61/411, 8-11=-166/401, 4-11=-166/401, 1-7=-459/0 BOT CHORD 6-7=-299/243, 5-6=-121/342 WEBS 2-6=0/262, 2-5=-469/134, 1-6=-7/252, 4-12=-552/152 NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=151. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss GE04 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867888 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-QUy1TgwmHlgK7KvboaoPLhNGdyvhRph1PP3t1Vz12?B Scale = 1:52.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 39 40 3x4 3x4 3x4 3x4 3x4 3x4 5x6 0-1-1321-5-0 21-5-0 -0-11-0 0-11-0 8-5-4 8-5-4 12-11-12 4-6-8 21-5-0 8-5-4 22-4-0 0-11-0 1-4-08-11-09-0-131-4-08-11-011.00 12 Plate Offsets (X,Y)-- [9:0-0-1,0-0-0], [13:0-0-1,0-0-0], [31:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.07 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 21 21 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-13. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-30, 10-31, 8-32, 12-29, 14-28 REACTIONS.All bearings 21-5-0. (lb) - Max Horz 38=-182(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 30, 33, 34, 35, 36, 27, 26, 25, 24 except 38=-131(LC 6), 22=-108(LC 7), 37=-125(LC 7), 23=-112(LC 11) Max Grav All reactions 250 lb or less at joint(s) 38, 22, 30, 31, 32, 33, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-136/283, 14-15=-136/283 NOTES-(13-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 5-4-8, Corner(3R) 5-4-8 to 16-0-8, Exterior(2N) 16-0-8 to 19-4-0, Corner(3E) 19-4-0 to 22-4-0 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 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 33, 34, 35, 36, 27, 26, 25, 24 except (jt=lb) 38=131, 22=108, 37=125, 23=112. 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 14) BCSI1. 15) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 16) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss GE05 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867889 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-Mt4nuMx0pMw2Ne2zv?qtQ6TbulaFvdkKsjY_5Oz12?9 Scale = 1:54.5 Sheet Back Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 1112 23 22 21 20 19 18 17 16 15 14 13 24 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-0 12-9-0 5-1-15 5-1-15 12-9-0 7-7-1 13-8-0 0-11-0 3-6-128-3-81-4-011.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.13 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 12 12 13 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 76 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* 11-13: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-9-0. (lb) - Max Horz 23=-184(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 23, 19, 20, 21, 22, 18, 17, 16, 15 except 13=-261(LC 7), 14=-267(LC 6) Max Grav All reactions 250 lb or less at joint(s) 23, 19, 20, 21, 22, 18, 17, 16, 15 except 13=362(LC 8), 14=271(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-145/274, 5-6=-145/274 WEBS 5-19=-297/120 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-4 to 3-1-4, Corner(3R) 3-1-4 to 8-1-15, Exterior(2N) 8-1-15 to 10-5-15, Corner(3E) 10-5-15 to 13-8-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 19, 20, 21, 22, 18, 17, 16, 15 except (jt=lb) 13=261, 14=267. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss GE06 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867890 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-q3eA6iyfag2v_od9TjL6zJ?f59rQe7yU5NIXeqz12?8 Scale = 1:53.7 Sheet Back Right Option 9-1-11 Ply 7/16OSB8 1 2 3 4 5 12 11 10 8 7 6 35 36 37 38 39 40 9 4x6 8x8 6x6 3x4 3x4 3x4 3x8 3x4 8x8 1-3-49-1-1 6-2-26-2-2 13-0-86-10-6 14-3-71-2-15 15-0-11 0-9-4 23-4-88-3-13 5-4-25-4-2 6-2-20-10-0 15-0-118-10-9 23-4-88-3-13 24-3-80-11-0 3-3-98-9-118-11-81-4-08-9-1111.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-6-0,Edge], [3:0-3-12,0-2-8], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.46 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.01 (loc) 6-7 6-7 6 l/defl >999 >542 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-6,8-35: 2x4 SPF No.2, 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 2-7, 3-7, 4-7, 8-35 REACTIONS.All bearings 10-7-8 except (jt=length) 12=0-3-8, 9=0-3-8. (lb) - Max Horz 12=-192(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 6 except 8=-499(LC 3) Max Grav All reactions 250 lb or less at joint(s) except 12=634(LC 1), 7=899(LC 1), 6=480(LC 24), 9=316(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-522/111, 3-4=-341/122, 1-12=-582/67, 4-6=-408/110 BOT CHORD 9-11=-62/313, 8-9=-62/313, 7-8=-66/304, 6-7=-168/339 WEBS 2-7=-305/78, 3-7=-398/68, 1-11=-43/307, 4-7=-288/233 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 10-5-1, Interior(1) 10-5-1 to 10-9-12, Exterior(2R) 10-9-12 to 19-3-9, Interior(1) 19-3-9 to 21-3-8, Exterior(2E) 21-3-8 to 24-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) The Fabrication Tolerance at joint 4 = 7% 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 6 except (jt=lb) 8=499. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss GE07 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867891 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-IGBYJ2zHKzAlcxCM1QsLVXYxoZE6NeqdK115AGz12?7 Scale = 1:13.8 Sheet Back Full Sheathing1 Ply 7/16OSB8 1 2 3 4 6 5 2x4 3x4 2x4 2x4 2x4 5-1-0 5-1-0 -0-11-0 0-11-0 5-1-0 5-1-0 0-5-02-1-50-3-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.23 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.00 (loc) 2-6 2-6 l/defl >999 >972 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=56(LC 6) Max Uplift 2=-30(LC 6), 5=-17(LC 10) Max Grav 2=262(LC 1), 5=185(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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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 studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J01 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867892 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-nSlwWO_v5HIcE5nYb8Na2k56Ozcl65bmYhneijz12?6 Scale = 1:15.0 1 2 5 3 43x4 3x4 1-11-10 1-11-2 -1-6-11 1-6-11 1-11-10 1-11-10 1-4-02-4-120-4-131-11-152-4-126.47 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-15, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-4(LC 10), 3=-22(LC 10), 4=-1(LC 10) Max Grav 5=218(LC 1), 3=21(LC 17), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J02 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867893 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-FeJIkk_XsbQTrFMk8rupbydG8My_rYrwnLWBE9z12?5 Scale = 1:15.0 1 2 5 3 43x4 3x4 1-11-10 1-11-2 -1-6-11 1-6-11 1-11-10 1-11-10 1-4-02-4-121-11-152-4-126.47 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-15, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-4(LC 10), 3=-22(LC 10), 4=-1(LC 10) Max Grav 5=218(LC 1), 3=21(LC 17), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J03 Truss Type JACK-OPEN Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867894 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-FeJIkk_XsbQTrFMk8rupbydHaMzIrYrwnLWBE9z12?5 Scale = 1:15.1 1 2 5 3 43x4 3x4 2-0-0 2-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=43(LC 10) Max Uplift 3=-30(LC 10) Max Grav 5=153(LC 1), 3=47(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) 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. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J04 Truss Type JACK-OPEN Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867895 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-jqtgx4?9duYKTPxxiZQ279AQ5mH0a?j30?Glnbz12?4 Scale = 1:21.8 1 2 3 4 8 7 6 5 3x4 3x6 4x6 2x4 3x6 2x4 0-1-132-7-10 2-7-10 4-0-0 1-4-6 -0-11-0 0-11-0 2-7-10 2-7-10 4-0-0 1-4-6 1-4-03-7-33-9-03-7-33-3-1111.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-3-0,0-1-12], [4:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.16 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.09 (loc) 7-8 7-8 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 4=Mechanical, 6=Mechanical Max Horz 8=75(LC 10) Max Uplift 4=-12(LC 7), 6=-22(LC 10) Max Grav 8=216(LC 1), 4=60(LC 1), 6=86(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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) 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, 6. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J05 Truss Type JACK-OPEN Qty 5 Ply 1 002 Mapleside Manors Job Reference (optional) I52867896 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-B1R39Q0nOCgB5ZW7GGxHgNiY2AclJSLDEf?IJ2z12?3 Scale = 1:28.2 1 2 5 3 4 3x8 M18AHS 3x6 4-0-0 4-0-0 -0-11-0 0-11-0 4-0-0 4-0-0 1-4-05-0-04-5-145-0-011.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.45 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 13 lb FT = 20% GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=110(LC 10) Max Uplift 3=-81(LC 10) Max Grav 5=223(LC 1), 3=115(LC 17), 4=75(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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J06 Truss Type JACK-OPEN Qty 9 Ply 1 002 Mapleside Manors Job Reference (optional) I52867897 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-fD?RMl1P9Wo2ij5JqzSWCaFjjaxx2ubMTJlrrUz12?2 Scale = 1:28.4 1 2 5 3 4 3x8 M18AHS 3x6 4-0-8 4-0-8 -0-11-0 0-11-0 4-0-8 4-0-8 1-4-05-0-70-6-24-6-55-0-711.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.46 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 13 lb FT = 20% GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=111(LC 10) Max Uplift 3=-82(LC 10) Max Grav 5=224(LC 1), 3=116(LC 17), 4=75(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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J07 Truss Type JACK-OPEN Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867898 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-fD?RMl1P9Wo2ij5JqzSWCaFnba_l2ubMTJlrrUz12?2 Scale = 1:15.8 1 2 5 3 4 3x4 3x4 2-3-0 2-3-0 -1-6-11 1-6-11 2-3-0 2-3-0 1-4-02-6-90-4-132-1-122-6-96.47 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-15, 3=Mechanical, 4=Mechanical Max Horz 5=46(LC 7) Max Uplift 5=-3(LC 10), 3=-26(LC 10) Max Grav 5=223(LC 1), 3=31(LC 17), 4=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J08 Truss Type JACK-OPEN Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867899 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-7PZpa512wpwvKsgWNhzlloozS_K9nLqWizUPNwz12?1 Scale: 3/4"=1' 1 2 5 3 4 3x4 3x4 2-2-12 2-2-12 -0-11-0 0-11-0 2-2-12 2-2-12 1-1-02-6-132-1-102-6-138.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=47(LC 10) Max Uplift 3=-33(LC 10) Max Grav 5=159(LC 1), 3=53(LC 17), 4=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) 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. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867900 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-bc6BnR2gh73my0EixOU_I?K74NfDWo4fxdEywMz12?0 Scale = 1:15.8 1 2 5 3 4 3x4 3x4 2-3-0 2-3-0 -1-6-11 1-6-11 2-3-0 2-3-0 1-4-02-6-90-4-132-1-122-6-96.47 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-15, 3=Mechanical, 4=Mechanical Max Horz 5=46(LC 7) Max Uplift 5=-3(LC 10), 3=-26(LC 10) Max Grav 5=223(LC 1), 3=31(LC 17), 4=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J10 Truss Type Jack-Open Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867901 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-3ogZ?n3ISRBdZApuV6?DqDtKUn0pFFKo9GzWSpz12?? Scale: 3/4"=1' 1 4 2 3 3x4 3x4 2-2-12 2-2-12 2-2-12 2-2-12 1-1-02-6-132-1-102-6-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 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 2-2-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=34(LC 7) Max Uplift 2=-34(LC 10) Max Grav 4=82(LC 1), 2=63(LC 17), 3=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J11 Truss Type JACK-OPEN Qty 13 Ply 1 002 Mapleside Manors Job Reference (optional) I52867902 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-Y_EyC74wDkJUBKO43pXSNQQRPBK0_iayOwj3_Fz12?_ Scale = 1:23.6 1 2 5 3 4 3x6 3x6 3-0-0 3-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 1-4-04-1-03-6-144-1-011.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-2-12,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=85(LC 10) Max Uplift 3=-64(LC 10), 4=-4(LC 10) Max Grav 5=186(LC 1), 3=84(LC 17), 4=55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J12 Truss Type JACK-OPEN Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867903 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-0BoKPT5Y_2RLpUzHcX2hveygdbiEj9q5daScVhz12_z Scale = 1:14.5 1 2 5 3 43x4 3x4 1-9-13 1-9-13 -0-11-0 0-11-0 1-9-13 1-9-13 1-1-02-3-91-10-52-3-98.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 10) Max Uplift 3=-28(LC 10), 4=-1(LC 10) Max Grav 5=148(LC 1), 3=40(LC 17), 4=32(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J13 Truss Type JACK-OPEN Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867904 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-0BoKPT5Y_2RLpUzHcX2hveygdbiEj9q5daScVhz12_z Scale = 1:14.5 1 2 5 3 43x4 3x4 1-9-13 1-9-13 -0-11-0 0-11-0 1-9-13 1-9-13 1-1-02-3-91-10-52-3-98.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 10) Max Uplift 3=-28(LC 10), 4=-1(LC 10) Max Grav 5=148(LC 1), 3=40(LC 17), 4=32(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J14 Truss Type JACK-OPEN Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867905 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-UNMidp5AlLZCQeYTAEZwSrVpE?1HSc4FrECA28z12_y Scale = 1:14.8 1 2 5 3 4 3x4 3x4 1-10-10 1-10-10 -1-6-11 1-6-11 1-10-10 1-10-10 1-4-02-4-31-11-72-4-36.47 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-15, 3=Mechanical, 4=Mechanical Max Horz 5=43(LC 7) Max Uplift 5=-5(LC 10), 3=-21(LC 10), 4=-1(LC 10) Max Grav 5=217(LC 1), 3=17(LC 17), 4=32(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867906 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-yZw4q96oWfh32n7fkx49?3205OOgB3JO4uxjaaz12_x Scale = 1:14.9 1 2 5 3 43x4 3x4 1-11-3 1-11-3 -0-11-0 0-11-0 1-11-3 1-11-3 1-1-02-4-71-11-42-4-78.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=42(LC 10) Max Uplift 3=-29(LC 10) Max Grav 5=151(LC 1), 3=44(LC 17), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) 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. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss M01 Truss Type MONOPITCH Qty 8 Ply 1 002 Mapleside Manors Job Reference (optional) I52867907 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-QmUS2V7RHzpvgxisIfbOXGaAvohiwWZXJYhH60z12_w Scale = 1:14.2 1 2 3 5 4 3x4 3x6 3x4 4-7-8 4-7-8 -0-11-0 0-11-0 4-7-8 4-7-8 0-9-02-3-82-0-00-3-82-3-84.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=62(LC 7) Max Uplift 5=-33(LC 6), 4=-13(LC 10) Max Grav 5=245(LC 1), 4=166(LC 1) 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867908 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:18:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-QmUS2V7RHzpvgxisIfbOXGa1bofvwR_XJYhH60z12_w Scale = 1:77.2 1 2 3 4 7 6 5 8 9 3x4 5x6 3x6 3x4 3x4 3x4 4x6 3x4 6-5-6 6-5-6 13-2-0 6-8-10 6-5-6 6-5-6 13-2-0 6-8-10 1-7-313-8-110-1-1213-8-111.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-1-12,0-1-8], [4:0-2-4,0-2-12], [5:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.31 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.09 -0.61 (loc) 5 5-6 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 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 No.2, 1-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5 REACTIONS. (size)7=Mechanical, 9=0-3-8 Max Horz 7=318(LC 7) Max Uplift 9=-150(LC 10) Max Grav 7=515(LC 1), 9=546(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-503/0, 5-8=-86/393, 4-8=-86/393, 1-7=-458/0 BOT CHORD 6-7=-307/251, 5-6=-113/336 WEBS 2-6=0/257, 2-5=-437/174, 1-6=-5/263, 4-9=-549/152 NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=150. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss M04 Truss Type MONOPITCH Qty 5 Ply 1 002 Mapleside Manors Job Reference (optional) I52867909 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-uy2qFq831GxmI5H2rM6d4U7IBC?zfzphYCQqeSz12_v Scale = 1:13.8 1 2 3 4 3x4 3x4 3x4 5-1-0 5-1-0 -0-11-0 0-11-0 5-1-0 5-1-0 0-5-02-1-51-9-130-3-82-1-54.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.06 0.00 (loc) 2-4 2-4 4 l/defl >740 >898 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-0, 4=0-1-8 Max Horz 2=57(LC 7) Max Uplift 2=-67(LC 6), 4=-43(LC 6) Max Grav 2=262(LC 1), 4=186(LC 1) 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss M06 Truss Type MONOPITCH Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867910 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-M8bDTA8hoa3dvFsEP4dschgXxcPmOQ3qmsANBvz12_u Scale = 1:10.8 1 2 3 4 6 5 3x4 3x6 3x4 -0-11-0 0-11-0 2-5-1 2-5-1 2-6-8 0-1-7 0-9-01-7-31-3-30-3-81-7-34.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 5=0-1-8 Max Horz 6=41(LC 7) Max Uplift 6=-32(LC 6), 5=-10(LC 10) Max Grav 6=164(LC 1), 5=75(LC 1) 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T02 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867912 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-JXjztsAxKBJL9Z?dXVgKi6lkFPz1sF17EAfUFnz12_s Scale = 1:44.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 4x6 4x6 3x6 2x4 2x4 3x4 3x4 3x6 3x4 3x4 3x6 0-2-18-7-8 8-7-8 11-3-8 2-8-0 19-11-0 8-7-8 -0-11-0 0-11-0 3-4-0 3-4-0 8-7-8 5-3-8 11-3-8 2-8-0 16-7-0 5-3-8 19-11-0 3-4-0 20-10-0 0-11-0 1-1-06-7-156-10-01-1-06-7-158.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-3-0,0-1-12], [5:0-3-0,0-1-12], [7:0-2-0,0-1-4], [9:Edge,0-1-8], [13:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.56 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.35 0.02 (loc) 9-10 9-10 9 l/defl >999 >665 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=135(LC 9) Max Uplift 13=-1(LC 10), 9=-1(LC 11) Max Grav 13=849(LC 1), 9=849(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-796/56, 4-5=-623/95, 5-6=-796/56, 2-13=-310/104, 7-9=-310/104 BOT CHORD 11-13=0/625, 10-11=0/623, 9-10=0/625 WEBS 3-13=-746/26, 6-9=-746/26 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-4-9, Exterior(2R) 4-4-9 to 15-6-7, Interior(1) 15-6-7 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 13 and 1 lb uplift at joint 9. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T03 Truss Type COMMON Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867913 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-njHL5CBZ5VRCmiap4CBZEKIxqpG0biRHSqO2nEz12_r Scale = 1:47.3 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 4x6 3x4 3x8 2x4 2x4 3x4 3x4 3x4 3x6 3x4 3x6 9-11-8 9-11-8 19-11-0 9-11-8 -0-11-0 0-11-0 3-4-0 3-4-0 5-10-9 2-6-9 9-11-8 4-0-15 14-0-7 4-0-15 16-7-0 2-6-9 19-11-0 3-4-0 20-10-0 0-11-0 1-1-07-8-111-1-08.00 12 Plate Offsets (X,Y)-- [10:Edge,0-1-8], [13:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.77 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 11-13 11-13 10 l/defl >999 >630 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 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* 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 10=0-3-8 Max Horz 13=-152(LC 8) Max Uplift 13=-6(LC 10), 10=-6(LC 11) Max Grav 13=849(LC 1), 10=849(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-841/54, 4-5=-730/68, 5-6=-730/68, 6-7=-841/54, 2-13=-278/74, 8-10=-277/74 BOT CHORD 11-13=-23/679, 10-11=0/669 WEBS 5-11=-15/496, 3-13=-724/15, 7-10=-724/15 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 13 and 6 lb uplift at joint 10. 5) 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. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T04 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867914 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:05 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-FvrjIYCBspZ3Os9?ewionXq4aDdRKAFQhU8bKgz12_q Scale = 1:59.5 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x4 5x6 4x8 3x4 3x4 3x8 3x4 3x4 3x4 3x6 3x6 0-1-139-9-10 9-9-10 11-7-6 1-9-12 21-1-8 9-6-2 2-2-5 2-2-5 9-9-10 7-7-4 11-7-6 1-9-12 19-2-11 7-7-5 21-1-8 1-10-13 1-4-010-2-010-3-131-7-310-2-011.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [4:0-4-8,0-1-8], [7:Edge,0-1-8], [11:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.63 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.42 0.02 (loc) 9-11 9-11 7 l/defl >999 >589 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-9, 5-8 REACTIONS. (size)11=0-3-8, 7=Mechanical Max Horz 11=188(LC 7) Max Grav 11=833(LC 1), 7=833(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-800/89, 3-4=-465/126, 4-5=-796/89 BOT CHORD 9-11=-140/650, 8-9=0/462, 7-8=-65/525 WEBS 3-9=-41/258, 2-11=-958/214, 5-7=-983/221 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-6-11, Exterior(2R) 5-6-11 to 15-10-5, Interior(1) 15-10-5 to 17-11-12, Exterior(2E) 17-11-12 to 20-11-12 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) Refer to girder(s) for truss to truss connections. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T05A Truss Type COMMON Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867915 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-j6P6WuCqd6hw00kCCdD1JlNC9dwY3dVZw8t8s6z12_p Scale = 1:68.4 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x6 3x8 3x4 3x4 3x6 3x6 10-5-0 10-5-0 20-10-0 10-5-0 1-10-12 1-10-12 10-5-0 8-6-4 18-11-4 8-6-4 20-10-0 1-10-12 1-7-311-1-131-7-311.00 12 Plate Offsets (X,Y)-- [6:Edge,0-1-8], [9:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.83 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.02 (loc) 7-9 7-9 6 l/defl >999 >550 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2, 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7, 2-7 REACTIONS. (size)9=Mechanical, 6=Mechanical Max Horz 9=-205(LC 6) Max Grav 9=822(LC 1), 6=822(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-773/89, 3-4=-773/89 BOT CHORD 7-9=-170/639, 6-7=-89/543 WEBS 3-7=0/464, 2-9=-1030/285, 4-6=-1030/286 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-5-0, Exterior(2R) 7-5-0 to 13-5-0, Interior(1) 13-5-0 to 17-8-4, Exterior(2E) 17-8-4 to 20-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T06 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867916 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-BIzUjEDSOQpndAJOmKkGsywKG0Imo3uj9odiOYz12_o Scale = 1:59.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 4x6 5x6 4x6 3x4 3x4 3x4 3x8 2x4 4x6 3x4 3x4 0-1-137-7-9 7-7-9 13-7-4 5-11-10 23-4-8 9-9-4 7-7-9 7-7-9 13-7-4 5-11-10 18-4-10 4-9-6 20-10-9 2-5-15 23-4-8 2-5-15 24-3-8 0-11-0 3-3-910-1-1110-3-81-4-010-1-1111.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-4], [2:0-3-12,0-2-8], [3:0-3-4,0-1-8], [8:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.70 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.44 0.02 (loc) 8-9 8-9 8 l/defl >999 >634 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 2-9 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=-217(LC 6) Max Grav 12=922(LC 1), 8=989(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-817/95, 2-3=-544/126, 3-4=-803/118, 4-5=-922/76, 1-12=-851/50 BOT CHORD 9-11=-29/495, 8-9=0/613 WEBS 3-9=-17/266, 1-11=-10/468, 5-8=-897/7 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 17-10-2, Interior(1) 17-10-2 to 21-3-8, Exterior(2E) 21-3-8 to 24-3-8 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T07 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867917 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-7h4E8vFiw14VtUTntlnkxN?h0qzxGrq0c66oTRz12_m Scale = 1:64.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 4x6 3x4 3x8 M18AHS3x4 3x4 3x4 3x4 3x4 4x6 3x8 M18AHS 3x4 3x4 5x10 M18AHS 3x4 3x4 5x10 M18AHS0-2-17-3-0 7-3-0 17-1-8 9-10-8 27-0-0 9-10-8 34-3-0 7-3-0 -0-11-0 0-11-0 3-4-0 3-4-0 7-3-0 3-11-0 13-10-0 6-7-0 20-5-0 6-7-0 27-0-0 6-7-0 30-11-0 3-11-0 34-3-0 3-4-0 35-2-0 0-11-0 1-1-05-8-155-11-01-1-05-8-158.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [8:0-3-0,0-1-12], [12:Edge,0-2-0], [18:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.91 0.72 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.53 0.09 (loc) 15-17 15-17 12 l/defl >999 >765 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 124 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-18,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-7 max.): 4-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-17, 7-13 REACTIONS. (size)18=0-3-8, 12=0-3-8 Max Horz 18=-118(LC 8) Max Grav 18=1422(LC 1), 12=1422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/36, 3-4=-1766/6, 4-5=-1387/34, 5-7=-2130/1, 7-8=-1387/34, 8-9=-1766/6, 9-10=-250/36 BOT CHORD 17-18=-40/1399, 15-17=-66/2063, 13-15=-44/2063, 12-13=0/1399 WEBS 4-17=0/732, 5-17=-943/122, 5-15=0/254, 7-15=0/254, 7-13=-943/122, 8-13=0/732, 3-18=-1645/0, 9-12=-1645/0 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-0-1, Exterior(2R) 3-0-1 to 11-5-15, Interior(1) 11-5-15 to 22-9-1, Exterior(2R) 22-9-1 to 31-0-0, Interior(1) 31-0-0 to 32-2-0, Exterior(2E) 32-2-0 to 35-2-0 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) 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 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T08 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867918 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:11 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-43C?ZbGySfKC6nd9_ApC0o43deb7kjUJ3QbvXKz12_k Scale = 1:62.7 1 2 3 4 5 6 7 8 9 10 11 1213 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 5x6 4x6 2x4 4x10 5x12 2x4 2x4 3x4 3x6 4x6 3x8 4x8 3x8 2x4 3x4 3x4 4x8 3x4 3x4 4x6 0-2-19-3-8 9-3-8 12-3-8 3-0-0 18-3-4 5-11-12 24-3-0 5-11-12 34-3-0 10-0-0 -0-11-0 0-11-0 3-4-0 3-4-0 4-1-9 0-9-9 9-3-8 5-1-15 10-0-0 0-8-8 12-3-8 2-3-8 18-3-4 5-11-12 24-3-0 5-11-12 30-1-7 5-10-7 30-11-0 0-9-9 34-3-0 3-4-0 35-2-0 0-11-0 1-1-07-6-157-9-01-1-03-0-07-6-158.00 12 Plate Offsets (X,Y)-- [4:0-1-0,0-1-8], [6:0-3-0,0-1-12], [9:0-3-0,0-1-12], [14:Edge,0-2-0], [17:0-2-0,0-1-8], [19:0-4-4,0-2-4], [20:0-4-12,0-2-0], [22:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.99 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.68 0.26 (loc) 21-22 21-22 14 l/defl >999 >595 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 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* 2-22,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-14 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 8-15 REACTIONS. (size)22=0-3-8, 14=0-3-8 Max Horz 22=152(LC 9) Max Grav 22=1419(LC 1), 14=1421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/0, 3-4=-1676/32, 4-5=-2833/0, 5-6=-2656/14, 6-7=-2476/0, 7-8=-2479/0, 8-9=-1315/58, 9-10=-1672/31, 10-11=-1703/29, 11-12=-290/0, 2-22=-260/19 BOT CHORD 21-22=-57/1304, 19-20=-20/2201, 15-17=0/1603, 14-15=0/1330 WEBS 20-21=0/914, 7-19=-267/79, 4-21=-1516/69, 4-20=-26/2278, 6-20=-111/714, 6-19=-85/652, 17-19=0/1786, 8-19=-42/1078, 8-17=-684/60, 8-15=-534/99, 9-15=0/549, 3-22=-1542/51, 11-14=-1618/42 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-9-1, Exterior(2R) 5-9-1 to 14-2-15, Interior(1) 14-2-15 to 20-0-1, Exterior(2R) 20-0-1 to 28-5-15, Interior(1) 28-5-15 to 32-2-0, Exterior(2E) 32-2-0 to 35-2-0 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T09 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867919 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-YGmNmxHaDyS3kxBMYuKRZ0dDw1?ITCQSI4KT4mz12_j Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 1615 14 13 21 22 23 24 3x6 5x10 M18AHS 5x10 M18AHS 3x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 3x6 3x4 3x4 4x6 3x4 3x4 4x6 0-2-16-7-5 6-7-5 12-9-0 6-1-11 21-6-0 8-9-0 27-7-11 6-1-11 34-3-0 6-7-5 -0-11-0 0-11-0 3-4-0 3-4-0 6-7-5 3-3-5 12-9-0 6-1-11 21-6-0 8-9-0 27-7-11 6-1-11 30-11-0 3-3-5 34-3-0 3-4-0 35-2-0 0-11-0 1-1-09-4-159-7-01-1-09-4-158.00 12 Plate Offsets (X,Y)-- [6:0-6-8,0-1-12], [7:0-6-12,0-2-0], [13:0-2-12,0-2-0], [20:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.68 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.41 0.07 (loc) 16-17 16-17 13 l/defl >999 >982 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 144 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16: 2x4 SPF No.2, 2-20,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-7 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16 REACTIONS. (size)20=0-3-8, 13=0-3-8 Max Horz 20=184(LC 9) Max Grav 20=1422(LC 1), 13=1422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1746/9, 4-6=-1510/76, 6-7=-1202/97, 7-9=-1511/76, 9-10=-1746/9 BOT CHORD 19-20=-0/1372, 17-19=-0/1372, 16-17=0/1202, 14-16=0/1372, 13-14=0/1372 WEBS 4-17=-282/135, 6-17=0/422, 7-16=0/422, 9-16=-282/136, 3-20=-1664/0, 10-13=-1664/0 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-6-1, Exterior(2R) 8-6-1 to 25-8-15, Interior(1) 25-8-15 to 32-2-0, Exterior(2E) 32-2-0 to 35-2-0 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) 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 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T10 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867920 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:13 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-0SKl_HID_GawL5mY6brg6D9MiRKZCepbXk40cCz12_i Scale = 1:71.0 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 253x8 4x6 5x6 3x8 3x6 3x4 3x6 5x8 2x4 3x4 3x6 2x4 4x10 3x4 3x4 3x8 3x4 3x4 3x6 6-7-5 6-7-5 15-6-0 8-10-11 15-6-8 0-0-8 16-10-8 1-4-0 18-9-0 1-10-8 27-7-11 8-10-11 34-3-0 6-7-5 -0-11-00-11-0 3-4-03-4-0 6-7-53-3-5 15-6-08-10-11 16-10-81-4-8 18-9-01-10-8 27-7-118-10-11 30-11-03-3-5 34-3-03-4-0 1-1-011-2-1511-5-01-1-03-0-011-2-158.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-12], [7:0-3-0,0-1-12], [12:Edge,0-1-8], [13:0-2-4,0-1-8], [17:0-5-8,0-2-8], [18:0-2-0,0-3-0], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.74 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.60 0.14 (loc) 20-21 20-21 12 l/defl >999 >680 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,6-20: 2x4 SPF No.2, 2-22,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-18, 9-17 JOINTS 1 Brace at Jt(s): 18, 17 REACTIONS. (size)22=0-3-8, 12=0-3-8 Max Horz 22=213(LC 7) Max Grav 22=1443(LC 1), 12=1379(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1830/0, 4-6=-1920/0, 6-7=-1483/43, 7-9=-1954/0, 9-10=-1834/0 BOT CHORD 21-22=-34/1450, 17-18=0/1499, 12-13=0/1456 WEBS 4-21=-326/124, 18-21=-39/1520, 7-17=0/698, 9-13=-353/83, 6-18=0/621, 13-17=0/1535, 3-22=-1780/0, 10-12=-1767/0 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-3-1, Exterior(2R) 11-3-1 to 22-11-15, Interior(1) 22-11-15 to 31-0-0, Exterior(2E) 31-0-0 to 34-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T13 Truss Type COMMON Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867921 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:15 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-yrSVPzJTVtqebPwwD0t8BeFkCFy_gavu_2Z7g5z12_g Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x4 4x8 3x4 3x4 3x4 2x4 3x4 2x4 3x4 3x4 3x4 5x10 M18AHS 3x4 3x4 5x10 M18AHS 11-4-13 11-4-13 22-10-3 11-5-6 34-3-0 11-4-13 -0-11-0 0-11-0 3-4-0 3-4-0 9-0-11 5-8-11 17-1-8 8-0-13 25-2-5 8-0-13 30-11-0 5-8-11 34-3-0 3-4-0 1-1-012-6-01-1-08.00 12 Plate Offsets (X,Y)-- [11:Edge,0-1-8], [16:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 1.00 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.72 0.07 (loc) 15-16 11-12 11 l/defl >999 >568 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 137 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5,7-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-12,6-15: 2x4 SPF No.2, 2-16,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)16=0-3-8, 11=0-3-8 Max Horz 16=234(LC 9) Max Uplift 16=-3(LC 10) Max Grav 16=1423(LC 1), 11=1357(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-334/9, 3-4=-1708/42, 4-6=-1604/143, 6-8=-1607/143, 8-9=-1710/43, 9-10=-342/0, 2-16=-266/82 BOT CHORD 15-16=-52/1342, 12-15=0/955, 11-12=0/1345 WEBS 6-12=-104/675, 8-12=-396/245, 6-15=-104/669, 4-15=-392/245, 3-16=-1567/0, 9-11=-1563/29 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-1-8, Exterior(2R) 14-1-8 to 20-1-8, Interior(1) 20-1-8 to 31-0-0, Exterior(2E) 31-0-0 to 34-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 16. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T14 Truss Type COMMON Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867922 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-Q1?ucJK5GByVCYV7njPNjsnvyfI9P0G2DiIgDXz12_f Scale = 1:72.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x4 4x8 3x6 3x4 3x4 2x4 3x4 2x4 3x4 3x4 3x4 5x10 M18AHS 3x4 3x4 5x10 M18AHS 11-4-13 11-4-13 22-10-3 11-5-6 33-11-8 11-1-5 -0-11-0 0-11-0 3-4-0 3-4-0 9-0-11 5-8-11 17-1-8 8-0-13 25-2-5 8-0-13 30-7-8 5-5-3 33-11-8 3-4-0 1-1-012-6-01-3-58.00 12 Plate Offsets (X,Y)-- [11:Edge,0-1-12], [16:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 1.00 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.72 0.07 (loc) 15-16 15-16 11 l/defl >999 >563 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 136 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5,7-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-12,6-15: 2x4 SPF No.2, 2-16,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS. (size)16=0-3-8, 11=Mechanical Max Horz 16=235(LC 7) Max Uplift 16=-3(LC 10) Max Grav 16=1411(LC 1), 11=1346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-331/10, 3-4=-1690/43, 4-6=-1586/144, 6-8=-1555/142, 8-9=-1659/44, 9-10=-250/1, 2-16=-266/82 BOT CHORD 15-16=-53/1327, 12-15=0/939, 11-12=0/1292 WEBS 6-12=-103/627, 8-12=-358/242, 6-15=-103/672, 4-15=-392/245, 3-16=-1550/0, 9-11=-1595/6 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 14-1-8, Exterior(2R) 14-1-8 to 20-1-8, Interior(1) 20-1-8 to 30-8-8, Exterior(2E) 30-8-8 to 33-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 16. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T14A Truss Type COMMON Qty 5 Ply 1 002 Mapleside Manors Job Reference (optional) I52867923 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-uDZGpeLj1V4Mqi4JLRwcG3K3f2gZ8TlBSL2Elzz12_e Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 21 20 16 15 14 13 12 19 18 17 22 23 3x6 4x10 3x6 3x4 2x4 3x4 2x4 4x10 3x4 3x4 3x4 2x4 4x6 3x4 5x10 M18AHS 2x4 2x4 3x4 2x4 4x8 2-3-8 2-3-8 9-0-11 6-9-3 14-3-8 5-2-13 17-1-8 2-10-0 22-10-3 5-8-11 33-11-8 11-1-5 -0-11-0 0-11-0 2-3-8 2-3-8 9-0-11 6-9-3 14-3-8 5-2-13 17-1-8 2-10-0 25-2-5 8-0-13 30-7-8 5-5-3 33-11-8 3-4-0 1-1-012-6-01-3-50-8-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [7:0-7-0,0-1-12], [12:Edge,0-1-8], [17:0-4-0,0-2-0], [19:0-2-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.86 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.76 0.22 (loc) 12-13 12-13 12 l/defl >999 >535 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 166 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-13,7-17,6-16,7-15: 2x4 SPF No.2, 2-21,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 7-15 REACTIONS. (size)21=0-3-8, 12=Mechanical Max Horz 21=223(LC 7) Max Uplift 21=-5(LC 10) Max Grav 21=1408(LC 1), 12=1344(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1929/0, 3-4=-1872/30, 4-6=-1505/102, 6-7=-1369/151, 7-9=-1547/148, 9-10=-1649/48, 10-11=-277/0, 2-21=-1384/41 BOT CHORD 13-15=0/945, 12-13=0/1285, 18-19=-70/1529, 17-18=-70/1529 WEBS 7-13=-124/587, 9-13=-359/241, 7-17=-132/842, 4-17=-624/157, 10-12=-1564/34, 15-17=0/934, 4-18=0/303, 2-19=0/1438 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 14-1-8, Exterior(2R) 14-1-8 to 20-1-8, Interior(1) 20-1-8 to 30-8-8, Exterior(2E) 30-8-8 to 33-9-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 21. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T15 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867924 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-rch0EKMzZ6K430EiSsy4LUPQTsJAcN1UvfXKpsz12_c Scale = 1:77.3 Sheet Back Left Option 1-4-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 36 37 4x6 6x6 4x6 3x8 3x6 3x8 12x12 3x6 3x4 3x4 3x4 6x18 M18AHS 3x4 3x4 5x10 M18AHS 1-4-8 0-2-11-4-8 1-4-8 11-5-11 10-1-3 14-5-11 3-0-0 19-4-0 4-10-5 26-1-10 6-9-10 33-11-8 7-9-14 -0-11-0 0-11-0 5-10-2 5-10-2 11-5-11 5-7-10 14-2-11 2-8-15 14-5-11 0-3-1 17-1-8 2-7-13 19-4-0 2-2-8 26-1-10 6-9-10 30-7-8 4-5-14 33-11-8 3-4-0 1-1-08-6-1210-6-012-6-01-3-52-0-010-6-128.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [7:0-3-12,Edge], [13:Edge,0-2-0], [14:0-2-8,0-1-8], [18:0-2-4,0-1-8], [19:Edge,0-2-0], [21:0-1-7,0-0-12], [22:0-0-3,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.85 0.98 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.66 0.10 (loc) 18-19 18-19 13 l/defl >999 >613 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 226 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-15,2-19: 2x4 SPF No.2, 12-13,3-19: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-11-11 max.): 5-6. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 8-15, 6-18, 6-16 REACTIONS. (size)19=0-3-8, 13=Mechanical Max Horz 19=-202(LC 8) Max Uplift 19=-12(LC 10) Max Grav 19=1410(LC 1), 13=1344(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-429/0, 3-4=-1740/56, 4-5=-1547/62, 5-6=-1245/83, 6-7=-1216/117, 7-8=-1615/152, 8-10=-1634/87, 10-11=-1678/32 BOT CHORD 18-19=-63/1322, 16-18=0/1316, 13-14=0/1306 WEBS 8-16=-332/123, 5-18=0/479, 6-16=-657/95, 7-16=-109/1435, 14-16=0/1348, 3-19=-1743/149, 11-13=-1591/0 NOTES-(14-17) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-5-11, Exterior(2R) 8-5-11 to 11-5-11, Exterior(2E) 11-5-11 to 14-5-11, Exterior(2R) 14-5-11 to 20-1-8, Interior(1) 20-1-8 to 30-8-8, Exterior(2E) 30-8-8 to 33-9-12 zone; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 19. 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. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) 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 July 1,2022 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 002_MAPLESIDE_MANORS Truss T15 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867924 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:19 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-rch0EKMzZ6K430EiSsy4LUPQTsJAcN1UvfXKpsz12_c 14) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 15) BCSI1. 16) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 17) 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 002_MAPLESIDE_MANORS Truss T16 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867925 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-JoFOSgNcKQSxhApu0ZTJuiycYGl4Lqrd8JGuMIz12_b Scale = 1:76.4 1 2 3 45 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 233x6 4x6 4x6 3x8 3x4 3x4 3x4 3x4 2x4 3x8 3x6 5x8 3x4 3x4 3x4 3x4 4x6 4x6 3x4 0-2-18-1-5 8-1-5 14-2-11 6-1-6 19-4-0 5-1-5 26-1-10 6-9-10 33-11-8 7-9-14 -0-11-0 0-11-0 3-4-0 3-4-0 8-1-5 4-9-5 14-2-11 6-1-6 17-0-5 2-9-9 19-4-0 2-3-11 26-1-10 6-9-10 30-7-8 4-5-14 33-11-8 3-4-0 1-1-010-4-1212-6-131-3-52-0-012-4-128.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-12], [7:0-3-0,0-0-12], [13:Edge,0-2-0], [14:0-2-8,0-1-8], [16:0-2-4,0-2-8], [20:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.62 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.32 0.09 (loc) 14-15 14-15 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 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* 7-17,7-16: 2x4 SPF No.2, 12-13,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-0 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-16 WEBS 1 Row at midpt 4-17, 7-17 REACTIONS. (size)13=Mechanical, 20=0-3-8 Max Horz 20=201(LC 9) Max Grav 13=1346(LC 1), 20=1411(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1715/0, 4-6=-1419/65, 6-7=-1102/83, 7-8=-1658/130, 8-10=-1649/46, 10-11=-1681/27 BOT CHORD 19-20=0/1347, 17-19=0/1347, 16-17=0/1100, 8-16=-382/129, 13-14=0/1307 WEBS 4-19=0/281, 4-17=-392/143, 6-17=-12/392, 7-16=-136/892, 14-16=0/1334, 10-14=-251/71, 11-13=-1647/0, 3-20=-1613/0 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-11-13, Exterior(2R) 9-11-13 to 21-3-3, Interior(1) 21-3-3 to 30-8-8, Exterior(2E) 30-8-8 to 33-9-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T17 Truss Type ROOF SPECIAL Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867926 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-n_pnf0OE5jaoJKN4aH_YQvVmCg2V4H4nNz0Rulz12_a Scale = 1:81.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 203x6 4x6 3x6 3x6 2x4 2x4 2x4 3x4 8x8 3x6 3x4 3x4 3x4 4x6 3x4 3x4 4x6 8-1-6 8-1-6 9-5-8 1-4-2 19-4-0 9-10-8 26-1-10 6-9-10 33-11-8 7-9-14 -0-11-0 0-11-0 3-4-0 3-4-0 8-1-6 4-9-6 15-7-8 7-6-3 19-4-0 3-8-8 26-1-10 6-9-10 30-7-8 4-5-14 33-11-8 3-4-0 1-1-011-5-813-5-81-3-52-0-08.00 12 Plate Offsets (X,Y)-- [12:Edge,0-2-0], [13:0-2-8,0-1-8], [15:0-2-8,Edge], [18:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.80 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.52 -1.10 0.08 (loc) 15-17 15-17 12 l/defl >781 >367 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-14,4-15,6-15: 2x4 SPF No.2, 11-12,2-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 4-15 REACTIONS. (size)18=0-3-8, 12=Mechanical Max Horz 18=-220(LC 8) Max Uplift 12=-3(LC 11) Max Grav 18=1410(LC 1), 12=1344(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1749/11, 4-6=-1222/124, 6-7=-1631/159, 7-9=-1635/76, 9-10=-1681/34 BOT CHORD 17-18=-5/1376, 15-17=-5/1376, 12-13=0/1307 WEBS 7-15=-371/142, 4-17=0/458, 4-15=-568/126, 6-15=-110/1211, 13-15=0/1349, 3-18=-1665/0, 10-12=-1649/0 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-7-8, Exterior(2R) 12-7-8 to 18-7-8, Interior(1) 18-7-8 to 30-8-8, Exterior(2E) 30-8-8 to 33-9-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T18 Truss Type ROOF SPECIAL Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867927 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-FBN9tMPss1ifwUyH8_Wnz71we3OGpkXwbdl_QBz12_Z Scale = 1:81.4 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 213x6 4x6 3x8 3x4 2x4 2x4 3x4 3x4 2x4 8x8 3x6 3x4 5x10 M18AHS 3x4 3x4 4x6 3x4 3x4 8-1-6 8-1-6 16-7-0 8-5-11 24-7-11 8-0-11 33-11-8 9-3-13 -0-11-0 0-11-0 3-4-0 3-4-0 8-1-6 4-9-6 15-7-8 7-6-3 16-7-0 0-11-8 24-7-11 8-0-11 30-7-8 5-11-13 33-11-8 3-4-0 1-1-011-5-813-5-81-3-52-0-08.00 12 Plate Offsets (X,Y)-- [12:Edge,0-2-0], [13:0-2-8,0-1-8], [16:0-2-8,0-2-8], [19:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.83 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.58 0.08 (loc) 16-18 16-18 12 l/defl >999 >701 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 157 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,4-16,6-16: 2x4 SPF No.2, 11-12,2-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 4-16, 9-16 REACTIONS. (size)12=Mechanical, 19=0-3-8 Max Horz 19=-220(LC 8) Max Uplift 12=-3(LC 11) Max Grav 12=1344(LC 1), 19=1410(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1731/22, 4-6=-1313/111, 6-7=-1383/163, 7-9=-1446/100, 9-10=-1666/38 BOT CHORD 18-19=-13/1361, 16-18=-13/1361, 12-13=0/1293 WEBS 7-16=-434/159, 4-18=0/374, 4-16=-495/138, 6-16=-155/1214, 13-16=0/1319, 9-16=-299/177, 3-19=-1647/0, 10-12=-1622/0 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-7-8, Exterior(2R) 12-7-8 to 18-7-8, Interior(1) 18-7-8 to 30-8-8, Exterior(2E) 30-8-8 to 33-9-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T19 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867928 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-BZUvH2Q6OeyMAn6fFPYF2Y7EOt4zHdOD3xE5V3z12_X Scale = 1:79.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 1615 14 13 12 23 24 254x6 4x6 5x6 3x12 3x4 3x4 3x4 3x8 M18AHS 3x4 2x4 3x8 3x4 3x8 4x6 3x4 4x8 2x4 3x4 4x6 3x4 3x4 0-2-18-1-58-1-5 14-1-46-0-0 16-7-02-5-12 17-1-12 0-6-12 26-1-118-11-15 33-11-87-9-14 -0-11-0 0-11-0 3-4-0 3-4-0 8-1-5 4-9-5 14-1-4 6-0-0 16-7-0 2-5-12 17-1-12 0-6-12 26-1-11 8-11-15 30-7-8 4-5-13 33-11-8 3-4-0 1-1-010-3-1312-5-131-3-52-0-012-3-138.00 12 Plate Offsets (X,Y)-- [5:0-1-13,Edge], [6:0-3-0,0-1-12], [7:0-3-0,0-1-12], [8:0-6-0,0-2-12], [12:Edge,0-2-0], [13:0-2-8,0-1-8], [17:0-5-8,0-2-4], [21:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.75 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.63 0.08 (loc) 13-15 13-15 12 l/defl >999 >638 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 166 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 6-7,1-5: 2x4 SPF No.2, 8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-18,7-15: 2x4 SPF No.2, 11-12,2-21: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-0-8 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-18, 9-17 REACTIONS. (size)12=Mechanical, 21=0-3-8 Max Horz 21=-200(LC 8) Max Grav 12=1353(LC 1), 21=1419(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1725/0, 4-6=-1430/58, 6-7=-1109/76, 7-9=-1540/44, 9-10=-1723/17 BOT CHORD 20-21=0/1353, 18-20=0/1353, 17-18=0/1157, 12-13=0/1347 WEBS 4-20=0/287, 4-18=-390/144, 6-18=-36/497, 7-18=-290/85, 13-17=0/1374, 9-17=-283/183, 7-17=0/523, 3-21=-1627/0, 10-12=-1702/0 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 9-10-5, Exterior(2R) 9-10-5 to 21-4-11, Interior(1) 21-4-11 to 30-8-8, Exterior(2E) 30-8-8 to 33-9-12 zone; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T20 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867929 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-fm2HVNRk9y5Dnxhrp63UblfRsHOk05uMIb_f1Wz12_W Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 1221201918 17 16 15 14 13 22 23 24 25 4x6 4x10 3x4 3x6 3x4 2x4 3x4 3x8 2x4 4x8 6x8 3x4 2x4 3x4 5x10 M18AHS 3x4 3x4 3x4 4x6 11-4-4 11-4-4 16-7-0 5-2-12 19-10-12 3-3-12 26-1-11 6-2-15 34-3-0 8-1-5 -0-11-0 0-11-0 3-4-0 3-4-0 5-9-1 2-5-1 11-4-4 5-7-3 16-7-0 5-2-12 19-10-12 3-3-12 26-1-11 6-2-15 30-11-0 4-9-5 34-3-0 3-4-0 35-2-0 0-11-0 1-1-08-5-1310-7-131-1-02-0-010-5-138.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [7:0-5-12,0-0-12], [13:Edge,0-2-0], [16:0-2-12,0-2-0], [18:0-5-0,0-3-8], [21:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.84 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.77 0.10 (loc) 19-21 19-21 13 l/defl >999 >531 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 156 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-16: 2x4 SPF No.2, 2-21,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-9 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-19, 7-16, 9-16 REACTIONS. (size)21=0-3-8, 13=0-3-8 Max Horz 21=-190(LC 6) Max Grav 21=1422(LC 1), 13=1422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-325/3, 3-4=-1710/41, 4-5=-1582/53, 5-6=-1266/75, 6-7=-1452/84, 7-9=-1431/95, 9-10=-1734/12 BOT CHORD 19-21=0/1345, 18-19=0/1452, 14-16=0/1362, 13-14=0/1362 WEBS 5-19=0/521, 6-19=-427/82, 16-18=0/1333, 7-18=-38/902, 7-16=-379/95, 9-16=-403/142, 9-14=0/289, 3-21=-1594/38, 10-13=-1631/0 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-1-5, Exterior(2R) 7-1-5 to 24-1-11, Interior(1) 24-1-11 to 32-2-0, Exterior(2E) 32-2-0 to 35-2-0 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) 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 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T21 Truss Type HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867930 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-8ycgijSMwGD4P5G2Nqaj7zCaphkclYuWWFjCZyz12_V Scale = 1:64.8 1 2 3 4 5 6 7 8 9 1018171615 14 13 12 11 19 20 21 22 23 24 4x8 4x8 3x4 2x4 2x4 3x6 2x4 5x8 3x8 2x4 3x4 3x4 4x6 3x4 3x4 5x10 M18AHS0-2-18-7-4 8-7-4 16-7-0 7-11-12 22-7-12 6-0-12 34-3-0 11-7-4 -0-11-0 0-11-0 3-4-0 3-4-0 8-7-4 5-3-4 16-7-0 7-11-12 22-7-12 6-0-12 27-11-5 5-3-9 30-11-0 2-11-12 34-3-0 3-4-0 35-2-0 0-11-0 1-1-06-7-138-9-131-1-02-0-08-7-138.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-0-12], [6:0-4-0,0-0-12], [11:Edge,0-1-12], [13:0-3-8,0-1-8], [15:0-3-4,0-2-0], [18:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.87 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.83 0.09 (loc) 11-13 11-13 11 l/defl >995 >489 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 141 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-15: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-13 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-157(LC 6) Max Grav 18=1421(LC 1), 11=1421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1740/10, 4-5=-1854/36, 5-6=-1861/37, 6-7=-1561/44, 7-8=-1706/29, 8-9=-339/6, 9-11=-260/59 BOT CHORD 17-18=0/1369, 15-17=0/1366, 11-13=0/1343 WEBS 5-15=-550/144, 4-17=0/369, 4-15=-101/720, 13-15=0/1315, 6-15=-96/894, 3-18=-1664/0, 8-11=-1577/22 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-4-5, Exterior(2R) 4-4-5 to 12-10-3, Interior(1) 12-10-3 to 18-4-13, Exterior(2R) 18-4-13 to 26-10-11, Interior(1) 26-10-11 to 32-2-0, Exterior(2E) 32-2-0 to 35-2-0 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) 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 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T22 Truss Type ROOF SPECIAL Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867931 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-c8A2w3T?hZLx1FrEwX5ygAlnV421U_IflvTl6Oz12_U Scale = 1:62.7 1 2 3 4 5 6 7 8 9 101119181716 15 14 13 12 20 21 22 4x6 4x6 5x6 3x4 2x4 2x4 3x6 6x8 3x6 5x12 3x12 2x4 3x4 4x6 3x6 3x4 3x4 0-2-10-2-110-8-12 10-8-12 16-7-0 5-10-4 25-4-12 8-9-12 34-3-0 8-10-4 -0-11-0 0-11-0 3-2-13 3-2-13 8-3-8 5-0-11 10-8-12 2-5-4 16-7-0 5-10-4 25-4-12 8-9-12 29-8-10 4-3-14 30-11-0 1-2-6 34-3-0 3-4-0 35-2-0 0-11-0 1-1-06-7-54-9-138-7-51-1-02-0-06-9-138.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-1-8], [4:0-2-12,0-2-0], [5:0-3-4,0-1-12], [7:0-3-0,0-1-12], [12:0-2-12,0-1-8], [16:0-4-4,0-2-4], [17:0-3-11,0-2-4], [19:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.98 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.65 0.12 (loc) 17-19 17-19 12 l/defl >999 >622 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=-155(LC 6) Max Uplift 12=-63(LC 11) Max Grav 19=1421(LC 1), 12=1421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/0, 3-4=-1708/77, 4-5=-2495/93, 5-6=-2613/138, 6-7=-2621/141, 7-8=-1675/115, 8-9=-1710/114, 2-19=-271/6 BOT CHORD 17-19=-22/1274, 16-17=0/2169, 12-13=-32/1325 WEBS 6-16=-580/144, 4-17=-55/2159, 5-17=-1885/161, 5-16=-102/618, 13-16=0/1400, 7-16=-62/1397, 3-19=-1518/101, 9-12=-1642/66 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-3-8, Exterior(2R) 5-3-8 to 8-3-8, Exterior(2E) 8-3-8 to 10-8-12, Interior(1) 10-8-12 to 22-4-12, Exterior(2R) 22-4-12 to 28-4-12, Interior(1) 28-4-12 to 32-2-0, Exterior(2E) 32-2-0 to 35-2-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 12. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T24 Truss Type HALF HIP Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867932 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-4LkQ7PTdRtTofPQQUFcBCOH4iUaSDdSp_ZCJerz12_T Scale = 1:22.5 1 2 3 7 6 8 4 5 4x6 3x4 2x4 3x4 0-1-132-9-10 2-9-10 4-0-8 1-2-14 -0-11-0 0-11-0 2-9-10 2-9-10 4-0-8 1-2-14 1-4-03-9-03-10-133-9-03-5-811.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.37 0.20 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.07 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=78(LC 10) Max Uplift 4=-15(LC 7), 5=-22(LC 10) Max Grav 4=76(LC 1), 7=226(LC 1), 5=70(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 2-9-10, Exterior(2E) 2-9-10 to 3-11-12 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 4 and 22 lb uplift at joint 5. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss T25 Truss Type HALF HIP Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867933 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-YXIoLlUFCBbfGY?d2y8QlbqFsuxvy4kyCDysAHz12_S Scale = 1:21.5 1 2 3 7 6 8 4 5 4x6 3x4 2x4 3x4 0-1-132-7-1 2-7-1 4-0-8 1-5-7 -0-11-0 0-11-0 2-7-1 2-7-1 4-0-8 1-5-7 1-4-03-6-103-8-73-6-103-3-211.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.19 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.07 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=73(LC 10) Max Uplift 4=-17(LC 7), 5=-15(LC 10) Max Grav 4=80(LC 1), 7=226(LC 1), 5=65(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 2-7-1, Exterior(2E) 2-7-1 to 3-11-12 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 4 and 15 lb uplift at joint 5. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss TG01 Truss Type JACK-OPEN GIRDER Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867934 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:30 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-0jsAY5VtzUjWuiapcgffIpNTnIHrhX56RthQijz12_R Scale = 1:14.9 1 2 3 4 8 7 6 5 9 10 3x4 3x4 4x6 2x4 3x6 2x4 0-1-41-2-3 1-2-3 3-10-8 2-8-5 4-0-0 0-1-8 -0-11-0 0-11-0 1-2-3 1-2-3 3-10-8 2-8-5 4-0-0 0-1-8 1-4-02-3-122-5-02-3-122-0-411.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-3-0,0-1-12], [4:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.14 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 0.04 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 4=Mechanical, 6=Mechanical Max Horz 8=42(LC 5) Max Uplift 8=-16(LC 8), 4=-28(LC 5) Max Grav 8=214(LC 1), 4=87(LC 1), 6=79(LC 3) 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 8 and 28 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 23 lb up at 1-2-3, and 48 lb down and 33 lb up at 2-0-12 on top chord, and 8 lb down and 10 lb up at 1-2-3, and 12 lb down and 0 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Continued on page 2 July 1,2022 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 002_MAPLESIDE_MANORS Truss TG01 Truss Type JACK-OPEN GIRDER Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867934 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:30 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-0jsAY5VtzUjWuiapcgffIpNTnIHrhX56RthQijz12_R LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=3(F) 10=0(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 002_MAPLESIDE_MANORS Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867935 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:32 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-y6zxznW7V6zE70jCj4h7NESel5uM9LrOvBAWncz12_P Scale = 1:36.0 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 21 22 23 24 5x6 5x6 10x10 4x6 4x6 4x8 10x10 0-1-25-10-8 5-10-8 14-0-8 8-2-0 19-11-0 5-10-8 -0-11-0 0-11-0 5-10-8 5-10-8 14-0-8 8-2-0 19-11-0 5-10-8 20-10-0 0-11-0 1-1-04-10-145-0-01-1-04-10-148.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-3], [4:0-3-0,0-2-3], [7:Edge,0-8-2], [11:Edge,0-8-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.40 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.12 0.01 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=101(LC 7) Max Uplift 11=-184(LC 8), 7=-184(LC 9) Max Grav 11=1146(LC 1), 7=1146(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1371/254, 3-4=-1054/257, 4-5=-1371/253, 2-11=-1058/199, 5-7=-1058/199 BOT CHORD 10-11=-119/330, 8-10=-245/1054, 7-8=-82/274 WEBS 3-10=0/355, 4-8=0/356, 2-10=-219/820, 5-8=-222/821 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 11 and 184 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 58 lb up at 2-0-12, 34 lb down and 36 lb up at 4-0-12, 85 lb down and 95 lb up at 5-10-8, 91 lb down and 93 lb up at 7-11-4, 91 lb down and 93 lb up at 9-11-8, 91 lb down and 93 lb up at 11-11-12, 85 lb down and 95 lb up at 14-0-8, and 34 lb down and 36 lb up at 15-10-4, and 67 lb down and 58 lb up at 17-10-4 on top chord, and 45 lb down at 2-0-12, 69 lb down and 44 lb up at 4-0-12, 37 lb down at 5-11-4, 37 lb down at 7-11-4, 37 lb down at 9-11-8, 37 lb down at 11-11-12, 37 lb down at 13-11-12, and 69 lb down and 44 lb up at 15-10-4, and 45 lb down at 17-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 July 1,2022 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 002_MAPLESIDE_MANORS Truss TG02 Truss Type HIP GIRDER Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867935 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:32 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-y6zxznW7V6zE70jCj4h7NESel5uM9LrOvBAWncz12_P LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 3=-43(B) 4=-43(B) 9=-22(B) 10=-22(B) 8=-22(B) 12=-27(B) 13=-4(B) 14=-43(B) 15=-43(B) 16=-43(B) 17=-4(B) 18=-27(B) 19=-35(B) 20=-69(B) 21=-22(B) 22=-22(B) 23=-69(B) 24=-35(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 002_MAPLESIDE_MANORS Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 002 Mapleside Manors Job Reference (optional) I52867936 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-Nhf3boZ0o1Lp_TSmODEq?s4AfJn3Mbnrb9PBOxz12_M Scale = 1:61.4 1 2 3 4 5 6 7 12 11 10 9 813141516171819 20 21 3x4 6x6 6x6 5x12 3x4 3x4 6x10 8x8 3x4 8x8 4x6 3x12 6x18 M18AHS 0-1-137-11-9 7-11-9 11-9-0 3-9-7 11-10-12 0-1-12 13-3-4 1-4-8 18-2-10 4-11-6 23-4-8 5-1-14 4-1-14-1-1 7-11-93-10-9 13-3-45-3-10 18-2-104-11-6 23-4-85-1-14 3-3-910-5-610-7-31-4-010-5-611.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [4:0-3-0,0-2-0], [5:0-1-8,0-2-0], [9:0-3-8,0-5-8], [10:0-4-4,0-4-0], [11:0-3-8,0-4-12], [12:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.97 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 0.02 (loc) 11-12 11-12 7 l/defl >739 >365 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 358 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 7-10: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-11,5-9,2-12: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-8-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 3-10 REACTIONS. (size)7=0-3-8, 10=0-3-8, 12=0-3-8 Max Horz 12=-209(LC 27) Max Grav 7=4532(LC 22), 10=9288(LC 1), 12=3956(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-455/0, 2-3=-2112/0, 4-5=-994/0, 5-7=-3817/0, 1-12=-384/0 BOT CHORD 11-12=0/1282, 10-11=0/1451, 9-10=0/594, 8-9=0/2659, 7-8=0/2659 WEBS 2-11=0/556, 3-11=0/4398, 4-10=-3555/0, 4-9=0/3803, 5-9=-3008/0, 5-8=0/3984, 2-12=-1999/0, 3-10=-3563/0 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1326 lb down at 1-10-4, 1324 lb down at 3-10-4, 1324 lb down at 5-10-4, 1324 lb down at 7-10-4, 1324 lb down at 9-10-4, 1324 lb down at 11-11-1, 1326 lb down at 13-10-4, 1326 lb down at 14-5-12, 1326 lb down at 16-5-12, 1326 lb down and 22 lb up at 18-5-12, and 1326 lb down and 22 lb up at 20-5-12, and 1334 lb down at 22-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 July 1,2022 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 002_MAPLESIDE_MANORS Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 002 Mapleside Manors Job Reference (optional) I52867936 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:35 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-Nhf3boZ0o1Lp_TSmODEq?s4AfJn3Mbnrb9PBOxz12_M 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: 1-3=-60, 3-4=-60, 4-7=-60, 7-12=-20 Concentrated Loads (lb) Vert: 10=-1324(F) 11=-1324(F) 8=-1326(F) 13=-1326(F) 14=-1324(F) 15=-1324(F) 16=-1324(F) 17=-1326(F) 18=-1326(F) 19=-1326(F) 20=-1326(F) 21=-1334(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 002_MAPLESIDE_MANORS Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867937 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-J3nq0UaGKebWEnc9WeHI4H9TG6V_qaV72TuHSpz12_K Scale = 1:61.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 6x6 4x6 5x12 4x6 4x6 2x4 5x8 2x4 3x4 4x6 6x6 2x4 5x12 4x6 4x6 0-1-24-6-0 4-6-0 12-10-9 8-4-9 21-4-7 8-5-13 29-9-0 8-4-9 34-3-0 4-6-0 -0-11-0 0-11-0 4-6-0 4-6-0 12-10-9 8-4-9 21-4-7 8-5-13 29-9-0 8-4-9 34-3-0 4-6-0 35-2-0 0-11-0 1-1-03-11-144-1-01-1-03-11-148.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-1-12], [8:0-3-12,0-1-12], [14:0-1-12,0-2-4], [15:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.81 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.45 0.08 (loc) 14-15 14-15 10 l/defl >999 >911 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-8: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-15,7-15,8-14: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-8-12, Right 2x6 SPF No.2 2-8-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except 2-0-0 oc purlins (2-8-14 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 6-3-12 oc bracing. WEBS 1 Row at midpt 4-15, 7-15, 8-14 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=64(LC 5) Max Uplift 2=-482(LC 5), 10=-482(LC 4) Max Grav 2=1655(LC 1), 10=1655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2254/749, 4-5=-3738/1394, 5-7=-3735/1393, 7-8=-3741/1396, 8-10=-2253/749 BOT CHORD 2-17=-629/1746, 15-17=-631/1741, 14-15=-1387/3738, 12-14=-567/1741, 10-12=-565/1745 WEBS 4-17=0/264, 4-15=-891/2207, 5-15=-643/378, 7-14=-652/385, 8-14=-894/2211, 8-12=0/263 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 482 lb uplift at joint 2 and 482 lb uplift at joint 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 71 lb up at 5-1-8, 73 lb down and 71 lb up at 7-1-8, 73 lb down and 71 lb up at 9-1-8, 73 lb down and 71 lb up at 11-1-8, 73 lb down and 71 lb up at 13-1-8, 73 lb down and 71 lb up at 15-1-8, 73 lb down and 71 lb up at 17-1-8, 73 lb down and 71 lb up at 19-1-8, 73 lb down and 71 lb up at 21-1-8, 73 lb down and 71 lb up at 23-1-8, 73 lb down and 71 lb up at 25-1-8, and 73 lb down and 71 lb up at 27-1-8, and 70 lb down and 71 lb up at 29-1-8 on top chord, and 90 lb down and 70 lb up at 3-1-8, 26 lb down and 21 lb up at 5-1-8 , 26 lb down and 21 lb up at 7-1-8, 26 lb down and 21 lb up at 9-1-8, 26 lb down and 21 lb up at 11-1-8, 26 lb down and 21 lb up at 13-1-8, 26 lb down and 21 lb up at 15-1-8, 26 lb down and 21 lb up at 17-1-8, 26 lb down and 21 lb up at 19-1-8, 26 lb down and 21 lb up at 21-1-8, 26 lb down and 21 lb up at 23-1-8, 26 lb down and 21 lb up at 25-1-8, 26 lb down and 21 lb up at 27-1-8, and 26 lb down and 21 lb up at 29-1-8, and 90 lb down and 70 lb up at 31-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 July 1,2022 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 002_MAPLESIDE_MANORS Truss TG04 Truss Type HIP GIRDER Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867937 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:37 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-J3nq0UaGKebWEnc9WeHI4H9TG6V_qaV72TuHSpz12_K NOTES-(10-13) 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 15=-10(B) 5=-13(B) 7=-13(B) 14=-10(B) 18=-13(B) 19=-13(B) 20=-13(B) 21=-13(B) 22=-13(B) 23=-13(B) 24=-13(B) 25=-13(B) 26=-13(B) 27=-13(B) 28=-13(B) 29=-85 30=-10(B) 31=-10(B) 32=-10(B) 33=-10(B) 34=-10(B) 35=-10(B) 36=-10(B) 37=-10(B) 38=-10(B) 39=-10(B) 40=-10(B) 41=-85 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 002_MAPLESIDE_MANORS Truss TG05 Truss Type HALF HIP GIRDER Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867938 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-nGKCEqbu5yjNrxBL4LoXcVirdW0wZ9yHH7dr_Fz12_J Scale = 1:15.7 1 2 3 4 7 6 5 8 9 4x6 3x4 3x4 2x4 3x4 3x4 0-1-41-4-3 1-4-3 4-0-8 2-8-5 -0-11-0 0-11-0 1-4-3 1-4-3 4-0-8 2-8-5 1-4-02-5-92-6-132-0-10-5-82-5-911.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.07 0.02 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: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=43(LC 5) Max Uplift 7=-13(LC 8), 5=-27(LC 5) Max Grav 7=223(LC 1), 5=142(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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 7 and 27 lb uplift at joint 5. 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) 43 lb down and 28 lb up at 1-4-3, and 53 lb down and 40 lb up at 2-1-4 on top chord, and 9 lb down and 2 lb up at 1-4-3, and 15 lb down at 2-1-4 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 July 1,2022 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 002_MAPLESIDE_MANORS Truss TG05 Truss Type HALF HIP GIRDER Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867938 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:38 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-nGKCEqbu5yjNrxBL4LoXcVirdW0wZ9yHH7dr_Fz12_J LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=2(F) 8=-0(F) 9=-3(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 002_MAPLESIDE_MANORS Truss TG06 Truss Type HALF HIP GIRDER Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867939 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-FSuaRAcWsFrET5mYd3Jm9iE0EwNXIc5QWnNOXiz12_I Scale = 1:18.5 1 2 3 4 7 6 5 4x6 3x4 3x4 2x4 3x4 3x4 0-1-41-10-15 1-10-15 3-0-0 1-1-1 -0-11-0 0-11-0 1-10-15 1-10-15 3-0-0 1-1-1 1-4-02-11-123-1-02-6-40-5-82-11-1211.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.04 0.02 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=81(LC 5) Max Uplift 7=-11(LC 8), 5=-50(LC 5) Max Grav 7=189(LC 1), 5=119(LC 35) 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 7 and 50 lb uplift at joint 5. 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) 57 lb down and 50 lb up at 1-10-15 on top chord, and 25 lb down at 1-11-7 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 July 1,2022 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 002_MAPLESIDE_MANORS Truss TG06 Truss Type HALF HIP GIRDER Qty 2 Ply 1 002 Mapleside Manors Job Reference (optional) I52867939 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:39 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-FSuaRAcWsFrET5mYd3Jm9iE0EwNXIc5QWnNOXiz12_I LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-5(F) 6=-7(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 002_MAPLESIDE_MANORS Truss TG07 Truss Type HALF HIP GIRDER Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867940 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-jeSyeWd8dZz55FKkBmq?iwnBxKjX13TakQ6x38z12_H Scale = 1:14.7 1 2 3 4 7 6 5 8 9 4x6 3x4 3x4 2x4 3x4 3x4 0-1-41-1-9 1-1-9 4-0-8 2-10-15 -0-11-0 0-11-0 1-1-9 1-1-9 4-0-8 2-10-15 1-4-02-3-32-4-71-9-110-5-82-3-311.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.06 0.02 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=62(LC 5) Max Uplift 7=-28(LC 8), 5=-34(LC 5) Max Grav 7=221(LC 1), 5=141(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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 7 and 34 lb uplift at joint 5. 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) 43 lb down and 20 lb up at 1-1-10, and 47 lb down and 31 lb up at 2-1-4 on top chord, and 8 lb down and 10 lb up at 1-1-10, and 11 lb down and 11 lb up at 2-1-4 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 July 1,2022 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 002_MAPLESIDE_MANORS Truss TG07 Truss Type HALF HIP GIRDER Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867940 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:40 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-jeSyeWd8dZz55FKkBmq?iwnBxKjX13TakQ6x38z12_H LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=3(F) 9=0(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 002_MAPLESIDE_MANORS Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 002 Mapleside Manors Job Reference (optional) I52867941 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-cQiTUtgfgoUXZseVQcvxsmynHxvzzfA9f249Cvz12_D Scale = 1:62.6 12 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 29 41 30 31 32 33 34 35 36 37 38 39 40 4x6 4x6 4x6 3x12 4x6 4x6 4x6 3x4 3x4 4x6 2x4 4x8 5x6 8x10 4x6 3x4 4x10 3x12 4x6 4x6 0-1-20-1-25-11-3 5-11-3 10-7-13 4-8-10 13-7-13 3-0-0 16-7-0 2-11-3 22-3-11 5-8-11 28-3-13 6-0-3 34-3-0 5-11-3 -0-11-0 0-11-0 5-11-3 5-11-3 10-7-13 4-8-10 13-7-13 3-0-0 16-7-0 2-11-3 22-3-11 5-8-11 28-3-13 6-0-3 34-3-0 5-11-3 35-2-0 0-11-0 1-1-04-11-52-11-57-0-71-1-02-0-06-11-58.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-3-0,0-1-12], [5:0-3-0,0-1-8], [8:0-4-0,0-2-0], [9:0-3-0,0-1-12], [11:0-8-13,Edge], [15:0-1-12,0-1-12], [17:0-4-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.73 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.45 0.11 (loc) 17 17-18 11 l/defl >999 >917 n/a L/d 240 180 n/a PLATES MT20 Weight: 344 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-16: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-7-2, Right 2x6 SPF No.2 3-7-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-7-5 max.): 4-5, 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=-114(LC 25) Max Uplift 2=-340(LC 9), 11=-431(LC 9) Max Grav 2=2004(LC 1), 11=2008(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2699/538, 4-5=-3181/703, 6-7=-6401/1383, 7-8=-6357/1384, 8-9=-2049/534, 9-11=-2698/619, 5-6=-3914/823 BOT CHORD 2-20=-435/2082, 18-20=-437/2078, 17-18=-1177/6022, 7-17=-354/155, 13-15=-717/3381, 11-13=-412/2083 WEBS 4-18=-338/1556, 5-18=-288/1796, 6-18=-3767/825, 6-17=-154/512, 15-17=-729/3404, 8-17=-634/3277, 8-15=-961/366, 8-13=-1661/396, 9-13=-152/1132 NOTES-(11-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 431 lb uplift at joint 11. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 July 1,2022 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 002_MAPLESIDE_MANORS Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 002 Mapleside Manors Job Reference (optional) I52867941 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:45 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-4cGriDhHR5cOB0Dh_JQAPzUy1LFCi5QJuiqikMz12_C NOTES-(11-14) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 45 lb up at 4-3-8, 88 lb down and 94 lb up at 6-3-8, 92 lb down and 94 lb up at 8-3-8, 88 lb down and 94 lb up at 10-3-8, 56 lb down and 45 lb up at 12-3-8, 92 lb down and 94 lb up at 18-3-1, 92 lb down and 94 lb up at 20-3-1, 92 lb down and 94 lb up at 22-3-1, 92 lb down and 94 lb up at 24-3-1, 92 lb down and 94 lb up at 26-3-1, and 92 lb down and 96 lb up at 28-3-13, and 60 lb down and 47 lb up at 30-3-1 on top chord, and 122 lb down and 47 lb up at 2-3-8, 49 lb down and 42 lb up at 4-3-8, 37 lb down at 6-3-8, 37 lb down at 8-3-8, 37 lb down at 10-3-8, 49 lb down and 42 lb up at 12-3-8, 122 lb down and 47 lb up at 14-3-8, 37 lb down at 18-3-1, 37 lb down at 20-3-1, 37 lb down at 22-3-1, 37 lb down at 24-3-1, 37 lb down at 26-3-1, 37 lb down at 28-3-1, and 45 lb down and 35 lb up at 30-3-1, and 121 lb down and 54 lb up at 32-3-1 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: 1-4=-60, 4-5=-60, 6-9=-60, 9-12=-60, 2-17=-20, 11-16=-20, 5-6=-60 Concentrated Loads (lb) Vert: 9=-44(F) 19=-23(F) 14=-23(F) 15=-23(F) 13=-23(F) 8=-44(F) 21=-16(F) 22=-44(F) 23=-44(F) 24=-44(F) 25=-44(F) 26=-44(F) 27=-44(F) 28=-44(F) 29=-20(F) 30=-122 31=-49(F) 32=-23(F) 33=-23(F) 34=-49(F) 35=-122 36=-23(F) 37=-23(F) 38=-23(F) 39=-45(F) 40=-121 41=-16(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 002_MAPLESIDE_MANORS Truss V01 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867942 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-YopDvZhvCPkFpAouY1xPxB1ChllMRjMS7MZGGoz12_B Scale = 1:58.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-7-9 22-7-9 10-2-8 10-2-8 12-5-1 2-2-9 22-7-9 10-2-8 0-0-49-2-89-4-50-0-49-2-811.00 12 Plate Offsets (X,Y)-- [4:0-2-1,Edge], [6:0-2-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.09 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 22-7-9. (lb) - Max Horz 1=-160(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 11 except 14=-101(LC 10), 15=-108(LC 10), 10=-109(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 12 except 14=333(LC 17), 15=324(LC 17), 11=330(LC 18), 10=325(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-14=-253/151, 7-11=-251/149 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-8 to 3-3-13, Interior(1) 3-3-13 to 5-11-10, Exterior(2R) 5-11-10 to 16-8-0, Interior(1) 16-8-0 to 19-3-1, Exterior(2E) 19-3-1 to 22-3-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11 except (jt=lb) 14=101, 15=108, 10=109. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss V02 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867943 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-0?Nc6viYzjs6QJN45kSeUOaN384DABicL0JppEz12_A Scale = 1:56.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-8-11 19-8-11 9-10-5 9-10-5 19-8-11 9-10-5 0-0-49-0-80-0-411.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.18 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 19-8-11. (lb) - Max Horz 1=-156(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 12=-125(LC 10), 9=-124(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 12=366(LC 17), 13=272(LC 17), 9=365(LC 18), 8=273(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-283/174, 5-9=-282/174 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 6-10-5, Exterior(2R) 6-10-5 to 12-10-5, Interior(1) 12-10-5 to 16-4-11, Exterior(2E) 16-4-11 to 19-4-11 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 12=125, 9=124. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss V03 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867944 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-UBx_KFjAk0_y2TyGfSzt0c6X9YPAvellag2NLgz12_9 Scale = 1:48.6 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-9-12 16-9-12 8-4-14 8-4-14 16-9-12 8-4-14 0-0-47-8-80-0-411.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.20 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-12. (lb) - Max Horz 1=-133(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-137(LC 10), 6=-137(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=403(LC 17), 6=403(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-307/180, 4-6=-306/180 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 5-4-14, Exterior(2R) 5-4-14 to 11-4-14, Interior(1) 11-4-14 to 13-5-13, Exterior(2E) 13-5-13 to 16-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=137, 6=137. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss V04 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867945 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-yNVMXbkoVK6pgdWTD9V6ZpfhNyn1e5qupKowt7z12_8 Scale = 1:40.0 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-10-14 13-10-14 6-11-7 6-11-7 13-10-14 6-11-7 0-0-46-4-80-0-411.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-10-14. (lb) - Max Horz 1=-109(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-117(LC 10), 6=-117(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=329(LC 17), 6=329(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-251/156, 4-6=-251/156 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 3-11-7, Exterior(2R) 3-11-7 to 9-11-7, Interior(1) 9-11-7 to 10-6-11, Exterior(2E) 10-6-11 to 13-6-11 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=117, 6=117. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss V05 Truss Type GABLE Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867946 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-Ra3klxkQGeEgHn5fns0M51CrlM6CNZw21_XTQZz12_7 Scale: 3/8"=1' 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 10-11-15 10-11-15 5-6-0 5-6-0 10-11-15 5-6-0 0-0-45-0-80-0-411.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.10 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-11-15. (lb) - Max Horz 1=-85(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-118(LC 10), 6=-118(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=317(LC 17), 6=316(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-274/204, 4-6=-274/204 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-3 to 3-4-3, Exterior(2R) 3-4-3 to 7-7-12, Exterior(2E) 7-7-12 to 10-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=118, 6=118. 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss V06 Truss Type Valley Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867947 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-vmd6yGl21xMXvxgrKaXbeEk_7mQS61eBGeH1y?z12_6 Scale = 1:24.7 1 2 3 4 5 6 3x4 3x4 3x4 2x4 0-0-4 0-0-4 8-1-1 8-0-12 4-0-8 4-0-8 8-1-1 4-0-8 0-0-43-8-80-0-411.00 12 Plate Offsets (X,Y)-- [1:0-3-5,Edge], [3:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.23 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-8, 3=8-0-8, 4=8-0-8 Max Horz 1=62(LC 7) Max Uplift 1=-16(LC 11), 3=-20(LC 11) Max Grav 1=176(LC 1), 3=176(LC 1), 4=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-3 to 3-3-3, Exterior(2R) 3-3-3 to 4-9-13, Exterior(2E) 4-9-13 to 7-9-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 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.). July 1,2022 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 002_MAPLESIDE_MANORS Truss V07 Truss Type Valley Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867948 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-NyBVAcmgoFUOX5F2uH2qBSHDo9jErUhLVI0aUSz12_5 Scale = 1:17.0 1 2 3 3x4 3x4 3x4 5-2-2 5-2-2 2-7-1 2-7-1 5-2-2 2-7-1 0-0-42-4-80-0-411.00 12 Plate Offsets (X,Y)-- [1:0-3-5,Edge], [2:0-2-0,Edge], [3:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-2-2, 3=5-2-2 Max Horz 1=-38(LC 6) Max Grav 1=186(LC 1), 3=186(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss V08 Truss Type Valley Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867949 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-NyBVAcmgoFUOX5F2uH2qBSHF19pNrUhLVI0aUSz12_5 Scale: 1.5"=1' 1 2 3 3x4 3x4 3x4 2-3-3 2-3-3 1-1-10 1-1-10 2-3-3 1-1-10 0-0-41-0-80-0-411.00 12 Plate Offsets (X,Y)-- [1:0-3-5,Edge], [2:0-2-0,Edge], [3:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-3 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-3-3, 3=2-3-3 Max Horz 1=-14(LC 6) Max Grav 1=69(LC 1), 3=69(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss V09 Truss Type Valley Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867950 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-r8ktNynIZZcF8EqES?Z3jfpEHZ2naxxUkym70uz12_4 Scale = 1:21.8 1 2 33x4 3x4 3x4 5-4-1 5-4-1 0-0-43-6-118.00 12 Plate Offsets (X,Y)-- [2:0-2-11,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.83 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-3-11, 3=5-3-11 Max Horz 1=89(LC 7) Max Uplift 3=-25(LC 10) Max Grav 1=195(LC 1), 3=203(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) 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. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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 002_MAPLESIDE_MANORS Truss V10 Truss Type Valley Qty 1 Ply 1 002 Mapleside Manors Job Reference (optional) I52867951 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Jun 30 16:19:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-JLIFaIoxKsk6mOPQ0i4IGtMZozUQJOBeycVhZKz12_3 Scale = 1:11.5 1 2 3 3x4 3x4 3x4 2-7-1 2-7-1 0-0-41-8-118.00 12 Plate Offsets (X,Y)-- [2:0-2-11,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-6-11, 3=2-6-11 Max Horz 1=39(LC 7) Max Uplift 3=-11(LC 10) Max Grav 1=85(LC 1), 3=89(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) 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. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 1,2022 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