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HomeMy WebLinkAboutI45577934.100BC16023 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). April 9,2021 Johnson, Andrew Pages or sheets covered by this seal: I45577934 thru I45577967 My license renewal date for the state of Indiana is July 31, 2022. 100BC 100BC 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 100BC Truss GE01 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577934 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-tTTnxF6GbrVkHnEP5JBiSjM7QrU2pj4VHY2BsEzSkIc Scale = 1:50.3 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 34 35 4x6 3x6 18-11-018-11-0 -0-11-0 0-11-0 9-5-8 9-5-8 18-11-0 9-5-8 19-10-0 0-11-0 1-2-08-3-21-2-09.00 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 0.13 0.06 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 278 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 18-11-0. (lb) - Max Horz 33=168(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 6-5-8, Corner(3R) 6-5-8 to 12-5-8, Exterior(2N) 12-5-8 to 16-10-0, Corner(3E) 16-10-0 to 19-10-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GE02 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577935 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-qrbYMx7W7SlRW5NoDkDAY8SMde0DHbEolsXIw7zSkIa Scale = 1:69.9 Sheet Front Left Option 5-4-5 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 19 18 17 1615 13 12 11 10 40 41 14 3x6 4x6 3x4 3x6 3x6 3x4 3x4 3x4 3x6 3x6 3x4 5x6 3x6 4x6 3x4 5-4-5 4-3 - 1 4 5-4-5 5-4-5 6-11-0 1-6-11 8-8-8 1-9-8 17-1-8 8-5-0 25-10-0 8-8-8 -0-11-0 0-11-0 6-4-2 6-4-2 12-11-0 6-6-14 16-4-8 3-5-8 19-5-14 3-1-6 25-10-0 6-4-2 26-9-0 0-11-0 1-2-010-10-41-2-09.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-2-8], [5:0-1-12,0-1-8], [5:0-3-0,Edge], [10:0-2-12,0-2-0], [19:0-1-12,0-1-8], [20:0-2-10,0-0-8], [22:0-1-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.53 0.59 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.22 0.03 (loc) 10-11 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 291 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,5-13: 2x4 SPF No.2, 7-11,3-13,7-10,3-19: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-10, 3-19 REACTIONS.All bearings 7-2-8 except (jt=length) 10=0-3-8, 14=0-3-8. (lb) - Max Horz 19=216(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 19, 14 except 15=-219(LC 1) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 14 except 10=1038(LC 1), 19=950(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/149, 3-5=-954/142, 5-7=-1040/135, 7-8=-412/106, 2-19=-382/132, 8-10=-423/106 BOT CHORD 18-19=-55/802, 17-18=-55/802, 16-17=-55/802, 15-16=-55/802, 14-15=-55/802, 13-14=-55/802, 11-13=0/571, 10-11=0/835 WEBS 5-11=-77/480, 7-11=-283/199, 5-13=-90/316, 3-13=-285/204, 7-10=-797/0, 3-19=-776/0 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; 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 9-11-0, Exterior(2R) 9-11-0 to 15-11-0, Interior(1) 15-11-0 to 23-9-0, Exterior(2E) 23-9-0 to 26-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable 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) 16, 10, 19, 14 except (jt=lb) 15=219. 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) 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. 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.).April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GE03 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577936 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-mEjInc9me3?9lPXAK9FedZXo6Sqrlax5CA1O??zSkIY Scale = 1:57.4 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 38 39 4x6 3x6 21-5-021-5-0 -0-11-0 0-11-0 10-8-8 10-8-8 21-5-0 10-8-8 22-4-0 0-11-0 1-2-09-2-61-2-09.00 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 0.14 0.07 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 341 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28 REACTIONS.All bearings 21-5-0. (lb) - Max Horz 37=-186(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22 except 37=-109(LC 6), 36=-114(LC 10), 21=-106(LC 11) Max Grav All reactions 250 lb or less at joint(s) 37, 20, 28, 29, 30, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 7-8-8, Corner(3R) 7-8-8 to 13-8-8, Exterior(2N) 13-8-8 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22 except (jt=lb) 37=109, 36=114, 21=106. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GE04 Truss Type MONOPITCH STRUCTURAL Qty 1 Ply 1 100BC Job Reference (optional) I45577937 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-EQHg?yAOPN70NZ6Nusmt9m4yjs9eU3nERqmyXRzSkIX Scale: 1"=1' Sheet Front Left Option 5-4-5 1 Ply 7/16OSB8 1 2 3 4 2x4 2x4 2x4 4-3-04-3-0 5-4-51-1-5 -0-11-0 0-11-0 4-3-0 4-3-0 0-5-01-10-01-6-80-3-81-10-04.00 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 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-0, 4=0-1-8 Max Horz 2=49(LC 7) Max Uplift 2=-37(LC 6), 4=-12(LC 10) Max Grav 2=230(LC 1), 4=151(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; 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GE05 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577938 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-icr2CIA0AhFt?ihZSaI6i_c9gGXUDWaNfUWV3uzSkIW Scale = 1:30.3 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 17-1-017-1-0 -0-11-0 0-11-0 8-6-8 8-6-8 17-1-0 8-6-8 18-0-0 0-11-0 0-8-83-2-60-8-83.50 12 Plate Offsets (X,Y)-- [2:0-4-6,0-0-3], [14:0-4-6,0-0-3], [25:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 14 15 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF No.2 1-7-12, Right 2x4 SPF No.2 1-7-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-1-0. (lb) - Max Horz 2=-34(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 24, 19, 18, 17, 16, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22, 23, 24, 19, 18, 17, 16, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 5-6-8, Corner(3R) 5-6-8 to 11-6-8, Exterior(2N) 11-6-8 to 15-0-0, Corner(3E) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 24, 19, 18, 17, 16, 14. 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GE06 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577939 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-ApORPeBfx_NkcsGl0HpLFB9JNft9yzrXu8F3cKzSkIV Scale = 1:14.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 4-7-8 4-7-8 0-9-02-3-84.00 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-R 0.14 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-7-8. (lb) - Max Horz 9=65(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) 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) 9, 6, 7, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GE07 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577940 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-bO4Z2gDXEvmJTK_KhQM2sqnq7tty9HBza6UjCfzSkIS Scale = 1:77.4 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x4 4x6 4x6 4x6 3x4 3x6 3x6 34-3-034-3-0 -0-11-0 0-11-0 17-1-8 17-1-8 34-3-0 17-1-8 35-2-0 0-11-0 1-1-012-6-01-1-08.00 12 Plate Offsets (X,Y)-- [8:0-0-0,0-1-12], [8:0-3-0,0-2-4], [9:0-1-8,0-0-0], [21:0-1-8,0-0-0], [22:0-0-0,0-1-12], [22:0-3-0,0-2-4], [39:0-1-8,0-1-8], [47:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.09 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 29 29 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 701 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 *Except* 15-43,14-44,13-45,16-42,17-41: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-43, 14-44, 13-45, 12-46, 11-48, 16-42, 17-41, 18-40, 19-38 REACTIONS.All bearings 34-3-0. (lb) - Max Horz 56=-244(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 56, 30, 45, 46, 48, 49, 50, 51, 52, 53, 54, 41, 40, 38, 37, 36, 35, 34, 33, 32 except 55=-120(LC 10), 31=-108(LC 11) Max Grav All reactions 250 lb or less at joint(s) 56, 30, 43, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 55, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-159/264, 13-14=-181/301, 14-15=-183/305, 15-16=-183/305, 16-17=-181/301, 17-18=-159/264 WEBS 15-43=-270/136 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 14-1-8, Corner(3R) 14-1-8 to 20-1-8, Exterior(2N) 20-1-8 to 32-2-0, Corner(3E) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 56, 30, 45, 46, 48, 49, 50, 51, 52, 53, 54, 41, 40, 38, 37, 36, 35, 34, 33, 32 except (jt=lb) 55=120, 31=108. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GE08 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577941 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:k8PlIKs3KZ?usFDVygY_d0yTZs_-XmCJTLFnmX01jd8joqPWxFs_JgOCd0zG2QzqHXzSkIQ Scale = 1:78.7 Sheet Front Left Option 1-4-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 41 425x8 4x8 3x6 3x6 4x6 3x4 3x6 4x8 5x12 3x4 5x6 3x4 3x6 3x8 1-4-8 1-8- 1 2 1-4-8 1-4-8 10-0-1 8-7-9 19-4-0 9-3-15 26-1-11 6-9-11 33-11-8 7-9-14 -0-11-0 0-11-0 6-9-3 6-9-3 15-7-8 8-10-5 17-1-8 1-6-0 19-4-0 2-2-8 26-1-11 6-9-11 33-11-8 7-9-14 1-1-011-5-813-5-81-3-52-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-8,0-1-8], [4:0-4-0,Edge], [4:0-0-0,0-1-12], [9:Edge,0-1-0], [10:Edge,0-2-0], [12:0-1-12,0-1-0], [13:0-5-4,0-2-8], [16:0-3-12,0-1-8], [18:0-1-13,0-0-11], [19:0-0-12,0-1-8], [20:0-1-10,0-1-0], [28:0-1-8,0-0-0] 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-AS 0.90 0.80 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.41 0.08 (loc) 13-15 13-15 10 l/defl >999 >985 n/a L/d 240 180 n/a PLATES MT20 Weight: 255 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-13,18-19: 2x4 SPF No.2 9-10,17-18,19-20,20-21: 2x4 SPF-S Stud, 2-16: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-13 WEBS 1 Row at midpt 3-16 REACTIONS. (size)10=Mechanical, 16=0-3-8 Max Horz 16=244(LC 9) Max Uplift 10=-12(LC 11), 16=-9(LC 10) Max Grav 10=1342(LC 1), 16=1413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-484/58, 3-5=-1642/117, 5-6=-1601/162, 6-8=-1687/78, 8-9=-1745/44, 9-10=-1262/55, 2-16=-454/73 BOT CHORD 15-16=-49/1393, 13-15=0/1012, 6-13=-290/140, 10-11=-51/290 WEBS 3-15=-319/218, 5-15=-64/531, 5-13=-126/904, 11-13=0/1403, 8-11=-409/68, 9-11=0/1070, 3-16=-1374/15 NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 30-9-12, Exterior(2E) 30-9-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 16. 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) 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. 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GE09 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577942 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:k8PlIKs3KZ?usFDVygY_d0yTZs_-xLtS5NHg3SOba5tIUzyDZtUfsuaeqX8ikOBUuszSkIN Scale = 1:81.7 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2959585756555453525150494847 4645 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x6 4x6 4x6 3x4 3x6 3x6 3x4 16-3-816-3-8 34-3-017-11-8 -0-11-0 0-11-0 15-7-8 15-7-8 34-3-0 18-7-8 35-2-0 0-11-0 1-1-013-5-82-0-01-1-02-0-08.00 12 Plate Offsets (X,Y)-- [19:0-0-0,0-1-12], [19:0-3-0,0-2-4], [20:0-1-8,0-0-0], [52:0-2-8,0-1-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.12 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.04 (loc) 29 29 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 703 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 44-46: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 14-47,13-48,15-43,16-42,17-41: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 44-46. WEBS 1 Row at midpt 14-47, 13-48, 12-49, 11-50, 15-43, 16-42, 17-41, 18-40, 20-39 REACTIONS.All bearings 34-3-0. (lb) - Max Horz 59=-249(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 44, 45, 30, 47, 49, 50, 51, 53, 54, 55, 56, 57, 43, 42, 41, 40, 39, 38, 36, 35, 34, 33, 32, 31 except 59=-208(LC 6), 58=-138(LC 7) Max Grav All reactions 250 lb or less at joint(s) 44, 45, 30, 48, 49, 50, 51, 53, 54, 55, 56, 57, 43, 42, 41, 40, 39, 38, 36, 35, 34, 33, 32, 31 except 59=289(LC 18), 47=371(LC 11), 58=259(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/277, 5-6=-206/258, 6-7=-197/275, 7-8=-189/292, 8-10=-180/310, 10-11=-175/327, 11-12=-193/350, 12-13=-213/387, 13-14=-214/387, 14-15=-214/387, 15-16=-214/390, 16-17=-194/352, 17-18=-175/322, 18-20=-160/294, 20-21=-143/265 WEBS 14-47=-353/169 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-3-8, Exterior(2N) 2-3-8 to 12-7-8, Corner(3R) 12-7-8 to 18-7-8, Exterior(2N) 18-7-8 to 32-2-0, Corner(3E) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 45 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 44, 45, 30, 47, 49, 50, 51, 53, 54, 55, 56, 57, 43, 42, 41, 40, 39, 38, 36, 35, 34, 33, 32, 31 except (jt=lb) 59=208, 58=138. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 59, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58.Continued on page 2 April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GE09 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577942 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:42 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:k8PlIKs3KZ?usFDVygY_d0yTZs_-xLtS5NHg3SOba5tIUzyDZtUfsuaeqX8ikOBUuszSkIN NOTES-(13-16) 12) 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. 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.). 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 100BC Truss GE10 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577943 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-uk?CW3Jwa3eJpP1gbO_heIZ13hH7IR0?BhgaylzSkIL Scale: 1/4"=1' Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x6 19-11-019-11-0 -0-11-0 0-11-0 9-11-8 9-11-8 19-11-0 9-11-8 20-10-0 0-11-0 1-1-07-8-111-1-08.00 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 0.07 0.05 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 275 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 33=-156(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 6-11-8, Corner(3R) 6-11-8 to 12-11-8, Exterior(2N) 12-11-8 to 17-10-0, Corner(3E) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GR01 Truss Type COMMON GIRDER Qty 1 Ply 2 100BC Job Reference (optional) I45577944 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-q77zxlKA6gu12iA3jp19kjfImVrumBGIf?9h1dzSkIJ Scale = 1:63.2 1 2 3 4 5 6 7 12 11 10 9 813141516171819202122232425 3x6 4x6 3x6 10x10 10x10 4x6 10x10 5x6 12x12 4x6 3x6 14-2-8 6-2-46-2-4 11-11-45-9-0 14-4-42-5-0 19-7-125-3-8 25-10-06-2-4 6-2-4 6-2-4 12-11-0 6-8-12 19-7-12 6-8-12 25-10-0 6-2-4 1-2-010-10-41-2-09.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [6:0-2-0,0-1-8], [7:0-2-8,0-1-8], [8:Edge,0-2-4], [9:0-2-8,0-6-0], [10:0-5-0,0-7-0], [11:0-2-8,0-6-4], [12:0-5-0,0-9-6], [12:0-2-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.44 0.55 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.01 (loc) 10-11 10-11 8 l/defl >999 >834 n/a L/d 240 180 n/a PLATES MT20 Weight: 328 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 4-10,2-10: 2x4 SPF No.2, 1-12,7-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10, 2-10 REACTIONS. (size)12=0-3-8, 10=0-3-8, 8=0-3-8 Max Horz 12=-198(LC 27) Max Uplift 8=-224(LC 9) Max Grav 12=4546(LC 21), 10=11336(LC 1), 8=3390(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3943/0, 2-4=0/1148, 4-6=0/1448, 6-7=-1815/300, 1-12=-2738/0, 7-8=-1216/221 BOT CHORD 11-12=0/1181, 10-11=0/3080, 9-10=-194/1381, 8-9=-73/1162 WEBS 4-10=-1813/0, 6-10=-3439/223, 6-9=-39/3846, 2-10=-4675/0, 2-11=0/5099, 1-11=0/1920 NOTES-(10-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=224. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1328 lb down at 0-11-12, 1326 lb down at 2-11-12, 1326 lb down at 4-11-12, 1326 lb down at 6-11-12, 1326 lb down at 8-11-12, 1326 lb down at 10-11-12, 1326 lb down at 12-11-12, 1326 lb down at 14-11-12, 1322 lb down and 32 lb up at 16-11-12, 1322 lb down and 33 lb up at 18-11-12, 1322 lb down and 33 lb up at 20-11-12, and 1322 lb down and 33 lb up at 22-11-12, and 1326 lb down and 29 lb up at 24-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss GR01 Truss Type COMMON GIRDER Qty 1 Ply 2 100BC Job Reference (optional) I45577944 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:46 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-q77zxlKA6gu12iA3jp19kjfImVrumBGIf?9h1dzSkIJ 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, 4-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 13=-1328(B) 14=-1326(B) 15=-1326(B) 16=-1326(B) 17=-1326(B) 18=-1326(B) 19=-1326(B) 20=-1326(B) 21=-1322(B) 22=-1322(B) 23=-1322(B) 24=-1322(B) 25=-1326(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 100BC Truss M01 Truss Type MONOPITCH Qty 1 Ply 1 100BC Job Reference (optional) I45577945 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-IJhL84Lpt_0ugslFGWYPGxBQyv8lVm_RtfvFZ4zSkII Scale = 1:51.4 1 2 3 4 6 5 7 8 3x4 3x4 3x4 5x10 MT18HS 3x4 2x4 2x4 1-0-01-0-100-9-410-8-8 10-8-8 -0-11-0 0-11-0 5-5-14 5-5-14 10-8-8 5-2-10 1-2-09-2-66-4-82-9-149-2-69.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [6: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-AS 0.60 0.76 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.68 -0.17 (loc) 5-6 5-6 8 l/defl >369 >186 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 52 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-3-8, 8=0-1-8 Max Horz 6=193(LC 10) Max Uplift 8=-119(LC 10) Max Grav 6=487(LC 1), 8=416(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-466/63, 5-7=-74/303, 4-7=-74/303, 2-6=-393/110 BOT CHORD 5-6=-86/251 WEBS 3-5=-298/190, 3-6=-104/322, 4-8=-416/145 NOTES-(9-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 10-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=119. 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) 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. 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss M02 Truss Type MONOPITCH STRUCTURAL Qty 4 Ply 1 100BC Job Reference (optional) I45577946 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-mVFjMQMReI8lI0KRqD3ep8khhJcOEIlb6Jeo5WzSkIH Scale: 1"=1' 1 2 3 4 2x4 2x4 2x4 4-3-04-3-0 -0-11-0 0-11-0 4-3-0 4-3-0 0-5-01-10-01-6-80-3-81-10-04.00 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 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-0, 4=0-1-8 Max Horz 2=49(LC 7) Max Uplift 2=-37(LC 6), 4=-12(LC 10) Max Grav 2=230(LC 1), 4=151(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; 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss M03 Truss Type MONOPITCH Qty 2 Ply 1 100BC Job Reference (optional) I45577947 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-mVFjMQMReI8lI0KRqD3ep8kfMJdiEI?b6Jeo5WzSkIH Scale = 1:17.2 1 2 3 6 5 4 7 8 9 10 3x8 2x4 2x4 3x4 2x4 2-11-82-11-8 -2-2-8 2-2-8 2-11-8 2-11-8 1-10-32-10-01-3-82-10-04.00 12 Plate Offsets (X,Y)-- [3:Edge,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 0.37 0.08 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5-6 5-6 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 8=0-1-8 Max Horz 6=61(LC 7) Max Uplift 6=-69(LC 6), 8=-13(LC 7) Max Grav 6=311(LC 1), 8=60(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-274/221 NOTES-(7-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-2-8 to 0-9-8, Interior(1) 0-9-8 to 2-7-12 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 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) 8 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) 8. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss M04 Truss Type MONOPITCH Qty 1 Ply 1 100BC Job Reference (optional) I45577948 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-Eho5ZmN3PbGcvAveOxatLMHtkiybzkskLzOLdyzSkIG Scale = 1:14.5 1 2 3 4 8 7 6 5 9 10 11 3x8 2x4 2x4 2x4 2x4 2x4 2x4 1-7-01-7-0 4-3-02-8-0 -0-11-0 0-11-0 1-7-0 1-7-0 4-3-0 2-8-0 0-5-02-10-00-3-82-10-04.00 12 Plate Offsets (X,Y)-- [4:Edge,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 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 8 7 10 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 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-0, 10=0-1-8 Max Horz 2=44(LC 7) Max Uplift 2=-31(LC 6), 10=-12(LC 10) Max Grav 2=233(LC 1), 10=141(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; 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 3-11-4 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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss M06 Truss Type MONOPITCH Qty 9 Ply 1 100BC Job Reference (optional) I45577949 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-iuMUm6OhAvOTXKUqye56uZp2g6I8iCFuad7vAPzSkIF Scale = 1:14.2 1 2 3 5 4 2x4 3x6 2x4 -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 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=64(LC 9) Max Uplift 5=-36(LC 6), 4=-15(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; 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss M07 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577950 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-iuMUm6OhAvOTXKUqye56uZp2g6I8iCFuad7vAPzSkIF Scale = 1:14.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 -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 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=64(LC 9) Max Uplift 5=-36(LC 6), 4=-15(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-(9-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 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) 5, 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss T01 Truss Type COMMON Qty 2 Ply 1 100BC Job Reference (optional) I45577951 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-A4ws_SOJxDWK9T30VMcLRnM3EWTORT01oHtSirzSkIE Scale = 1:54.0 1 2 3 4 5 6 10 9 8 7 11 12 4x6 3x4 3x6 3x4 3x8 3x4 4x6 3x6 4x6 10-8-810-8-8 21-1-810-5-0 -0-11-0 0-11-0 5-5-13 5-5-13 10-8-8 5-2-11 15-11-3 5-2-11 21-1-8 5-2-5 1-2-09-2-61-4-109.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-12], [10: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-AS 0.77 0.84 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.02 (loc) 8-10 8-10 7 l/defl >999 >554 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7,2-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=Mechanical, 10=0-3-8 Max Horz 10=183(LC 9) Max Uplift 10=-8(LC 10) Max Grav 7=832(LC 1), 10=899(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/51, 3-4=-753/86, 4-5=-753/86, 5-6=-307/36, 6-7=-273/41, 2-10=-402/70 BOT CHORD 8-10=-54/693, 7-8=0/650 WEBS 4-8=-9/521, 5-7=-672/38, 3-10=-584/39 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; 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 7-8-8, Exterior(2R) 7-8-8 to 13-8-8, Interior(1) 13-8-8 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) 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) 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) 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) 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss T02 Truss Type COMMON Qty 4 Ply 1 100BC Job Reference (optional) I45577952 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-fGUEBoPxiWeBmdeD337az_vJawqFA3SA1xc0EHzSkID Scale = 1:45.3 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 4x6 5x6 3x8 MT18HS 3x8 2x4 2x4 5x6 2x4 2x4 3x4 3x4 9-11-89-11-8 19-11-09-11-8 -0-11-0 0-11-0 2-0-0 2-0-0 5-1-0 3-1-0 9-11-8 4-10-8 14-10-0 4-10-8 17-11-0 3-1-0 19-11-0 2-0-0 20-10-0 0-11-0 1-1-07-8-111-1-08.00 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 0.48 0.80 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 0.02 (loc) 10-11 10-11 10 l/defl >999 >601 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 74 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 10=0-3-8 Max Horz 13=156(LC 9) Max Uplift 13=-12(LC 10), 10=-12(LC 11) Max Grav 13=850(LC 1), 10=850(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-896/64, 4-5=-747/68, 5-6=-747/68, 6-7=-896/64 BOT CHORD 11-13=-44/699, 10-11=0/683 WEBS 5-11=0/480, 3-13=-852/44, 7-10=-852/44 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-0, Interior(1) 1-11-0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss T03 Truss Type COMMON Qty 6 Ply 1 100BC Job Reference (optional) I45577953 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-7T2cP8QZTqn1OnDPdnfpWCRNnKCtvYAKGbMZnkzSkIC Scale = 1:30.3 1 2 3 4 5 6 7 8 9 10 11 12 4x6 3x8 3x4 3x4 5x8 3x8 3x4 3x4 8-6-88-6-8 17-1-08-6-8 -0-11-0 0-11-0 8-6-8 8-6-8 17-1-0 8-6-8 18-0-0 0-11-0 0-8-83-2-60-8-83.50 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [4:0-3-0,0-2-8], [6:0-4-14,Edge], [8:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.65 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.22 0.03 (loc) 2-8 2-8 6 l/defl >999 >947 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 4-5-2, Right 2x4 SPF-S Stud 4-5-2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-5-8 Max Horz 2=34(LC 10) Max Uplift 2=-42(LC 6), 6=-42(LC 7) Max Grav 2=738(LC 1), 6=738(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1254/183, 4-6=-1253/183 BOT CHORD 2-8=-108/1122, 6-8=-108/1122 WEBS 4-8=0/369 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; 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 5-6-8, Exterior(2R) 5-6-8 to 11-6-8, Interior(1) 11-6-8 to 15-0-0, Exterior(2E) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss T04 Truss Type COMMON Qty 1 Ply 1 100BC Job Reference (optional) I45577954 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-bfc_cURCE8vu0xobBUA22P_YXjX6e?QTVF56JAzSkIB Scale = 1:30.3 1 2 3 4 5 6 7 8 9 10 11 12 4x6 3x8 3x4 3x4 5x8 3x8 3x4 3x4 8-6-88-6-8 16-11-08-4-8 17-1-00-2-0 -0-11-0 0-11-0 8-6-8 8-6-8 17-1-0 8-6-8 18-0-0 0-11-0 0-8-83-2-60-8-83.50 12 Plate Offsets (X,Y)-- [2:0-4-14,Edge], [4:0-3-0,0-2-8], [6:0-4-14,Edge], [8:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.65 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.22 0.03 (loc) 2-8 2-8 6 l/defl >999 >947 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x3 SPF No.2 4-5-2, Right 2x4 SPF-S Stud 4-5-2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=-34(LC 11) Max Uplift 2=-42(LC 6), 6=-42(LC 7) Max Grav 2=738(LC 1), 6=738(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1254/183, 4-6=-1253/183 BOT CHORD 2-8=-108/1122, 6-8=-108/1122 WEBS 4-8=0/369 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; 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 5-6-8, Exterior(2R) 5-6-8 to 11-6-8, Interior(1) 11-6-8 to 15-0-0, Exterior(2E) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss T05 Truss Type COMMON Qty 4 Ply 1 100BC Job Reference (optional) I45577955 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-3rANqpRq?R1le5NokBhHbdXjG7tjNNhdjvrgrczSkIA Scale = 1:73.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 4x8 3x6 3x4 3x6 3x8 3x4 3x4 3x4 3x4 6x6 3x4 6x6 3x6 8-1-58-1-5 17-1-89-0-4 26-1-129-0-4 34-3-08-1-5 -0-11-0 0-11-0 8-1-5 8-1-5 17-1-8 9-0-4 26-1-12 9-0-4 34-3-0 8-1-5 35-2-0 0-11-0 1-1-012-6-01-1-08.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [8:0-3-4,0-1-12], [10:Edge,0-1-8], [11:0-1-8,0-1-8], [15:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.69 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.27 0.05 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4,6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,7-13,3-13: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 3-13 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-244(LC 8) Max Uplift 16=-14(LC 10), 10=-14(LC 11) Max Grav 16=1422(LC 1), 10=1422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1829/37, 3-5=-1332/118, 5-7=-1332/118, 7-8=-1829/37, 2-16=-1348/56, 8-10=-1348/56 BOT CHORD 15-16=-210/507, 13-15=-52/1422, 11-13=0/1420, 10-11=-74/343 WEBS 5-13=0/813, 7-13=-573/168, 7-11=0/266, 3-13=-573/168, 3-15=0/266, 2-15=0/1082, 8-11=0/1082 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; 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 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) 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) 16, 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss T06 Truss Type COMMON Qty 1 Ply 1 100BC Job Reference (optional) I45577956 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-?EH7EVT4X3HTtOWAscjlg2c43xZXr8UvBDKnwVzSkI8 Scale = 1:74.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 16 15 14 13 12 18 17 22 23 3x6 4x8 3x6 5x12 3x4 3x4 4x6 3x4 4x6 3x4 4x6 6x6 3x6 2x4 5x8 5x12 4x10 4x6 3-6-53-6-5 8-1-54-7-0 11-5-03-3-12 17-1-85-8-8 26-1-129-0-4 34-3-08-1-5 -0-11-0 0-11-0 3-8-1 3-8-1 8-1-5 4-5-4 11-5-0 3-3-12 17-1-8 5-8-8 26-1-12 9-0-4 34-3-0 8-1-5 35-2-0 0-11-0 1-1-012-6-01-1-03-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-4-12,0-1-8], [4:0-1-0,0-1-8], [6:0-1-4,0-1-12], [10:0-2-8,0-1-12], [12:Edge,0-2-0], [13:0-1-8,0-1-8], [15:0-5-12,0-2-0], [17:0-3-0,0-3-0], [18:0-4-4,0-0-0], [20:0-2-8,0-2-0], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.88 0.67 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.44 0.32 (loc) 19 13-15 12 l/defl >999 >928 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 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* 7-15,9-15,6-15: 2x4 SPF No.2, 2-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-15, 6-15, 3-20 JOINTS 1 Brace at Jt(s): 17, 18 REACTIONS. (size)12=0-3-8, 21=0-3-8 Max Horz 21=-244(LC 8) Max Uplift 12=-8(LC 11) Max Grav 12=1433(LC 1), 21=1452(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-389/0, 3-4=-3333/25, 4-6=-2382/42, 6-7=-1268/121, 7-9=-1346/109, 9-10=-1848/27, 2-21=-345/30, 10-12=-1356/50 BOT CHORD 20-21=-98/1376, 13-15=0/1436, 12-13=-55/369, 17-18=-17/2721 WEBS 7-15=-15/873, 9-15=-577/168, 9-13=0/271, 6-15=-1747/109, 18-20=-1/1082, 4-18=0/1036, 10-13=0/1073, 3-18=-17/2702, 3-20=-1675/120, 15-17=0/2194, 4-17=-1081/73, 3-21=-1511/36, 6-17=0/1822 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; 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 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) 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) 12. 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) 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. 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss T07 Truss Type COMMON Qty 8 Ply 1 100BC Job Reference (optional) I45577957 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-TQrVSrUiHMPKVY5MQKE_DF9EYLvPajm3Pt3KSxzSkI7 Scale = 1:73.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x6 4x8 3x6 3x4 3x6 3x4 3x4 3x8 3x4 3x6 6x6 3x4 4x6 3x6 8-1-58-1-5 17-1-89-0-4 26-1-119-0-3 33-11-87-9-13 -0-11-0 0-11-0 8-1-5 8-1-5 17-1-8 9-0-4 26-1-11 9-0-3 33-11-8 7-9-13 1-1-012-6-01-3-58.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [8:Edge,0-0-12], [9:Edge,0-1-8], [10:0-2-8,0-1-8], [14:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.69 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.27 0.05 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4,6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-12,5-12,7-12: 2x4 SPF No.2, 2-15,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS. (size)15=0-3-8, 9=Mechanical Max Horz 15=242(LC 7) Max Uplift 15=-14(LC 10) Max Grav 15=1411(LC 1), 9=1346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1813/40, 3-5=-1314/121, 5-7=-1315/122, 7-8=-1762/40, 2-15=-1337/58, 8-9=-1275/38 BOT CHORD 14-15=-217/499, 12-14=-61/1406, 10-12=0/1377 WEBS 3-14=0/267, 3-12=-574/168, 5-12=0/799, 7-12=-543/168, 2-14=0/1070, 8-10=0/1202 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-5-12, Interior(1) 2-5-12 to 13-8-12, Exterior(2R) 13-8-12 to 20-6-4, Interior(1) 20-6-4 to 30-5-0, Exterior(2E) 30-5-0 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) 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) 15. 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss T09 Truss Type ROOF SPECIAL Qty 2 Ply 1 100BC Job Reference (optional) I45577958 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:49:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:k8PlIKs3KZ?usFDVygY_d0yTZs_-xdPtfBVK2gXB6igZz1lDlThOGkDuJ3wCeXpt_NzSkI6 Scale = 1:79.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 183x8 4x8 3x6 3x6 2x4 2x4 4x6 3x4 3x6 4x8 5x12 3x4 5x6 3x6 3x8 10-0-110-0-1 19-4-09-3-15 26-1-116-9-11 33-11-87-9-14 -0-11-0 0-11-0 6-9-3 6-9-3 15-7-8 8-10-5 19-4-0 3-8-8 26-1-11 6-9-11 33-11-8 7-9-14 1-1-011-5-813-5-81-3-52-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-8,0-1-8], [9:Edge,0-1-0], [10:Edge,0-2-0], [12:0-1-12,0-1-0], [13:0-5-4,0-2-8], [16:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.90 0.80 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.41 0.08 (loc) 13-15 13-15 10 l/defl >999 >985 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-13: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud, 2-16: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-13 WEBS 1 Row at midpt 3-16 REACTIONS. (size)10=Mechanical, 16=0-3-8 Max Horz 16=-226(LC 8) Max Uplift 10=-13(LC 11), 16=-10(LC 10) Max Grav 10=1342(LC 1), 16=1413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-484/58, 3-5=-1642/119, 5-6=-1601/161, 6-8=-1687/80, 8-9=-1745/46, 9-10=-1262/56, 2-16=-454/73 BOT CHORD 15-16=-65/1393, 13-15=0/1012, 6-13=-290/140, 10-11=-46/290 WEBS 3-15=-319/217, 5-15=-63/531, 5-13=-125/904, 11-13=0/1403, 8-11=-409/70, 3-16=-1374/16, 9-11=0/1070 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; 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 30-9-12, Exterior(2E) 30-9-12 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 100 lb uplift at joint(s) 10, 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) 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) 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss T10 Truss Type ROOF SPECIAL Qty 2 Ply 1 100BC Job Reference (optional) I45577959 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:50:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:k8PlIKs3KZ?usFDVygY_d0yTZs_-QpzGtXVyp_f2ksFlXlHSIgEZ28Zq2WFMtBYRWqzSkI5 Scale = 1:79.8 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 213x8 4x8 3x6 3x6 2x4 2x4 2x4 3x6 3x4 3x6 4x8 5x12 3x4 4x6 5x6 3x6 3x8 2x4 10-0-110-0-1 16-7-06-6-15 19-4-02-9-0 26-1-116-9-11 33-11-87-9-14 -0-11-0 0-11-0 6-9-3 6-9-3 15-7-8 8-10-5 19-4-0 3-8-8 26-1-11 6-9-11 33-11-8 7-9-14 1-1-011-5-813-5-81-3-52-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-8,0-1-8], [9:Edge,0-1-0], [10:Edge,0-2-0], [15:0-5-4,0-2-8], [19:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.90 0.76 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.36 0.08 (loc) 18-19 18-19 10 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* 5-18,5-15: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud, 2-19: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 6-15 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 3-19 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)10=Mechanical, 19=0-3-8 Max Horz 19=-226(LC 8) Max Uplift 10=-13(LC 11), 19=-10(LC 10) Max Grav 10=1342(LC 1), 19=1413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/54, 3-5=-1640/120, 5-6=-1609/156, 6-8=-1697/74, 8-9=-1743/47, 9-10=-1260/57, 2-19=-458/71 BOT CHORD 18-19=-66/1391, 16-18=0/1014, 15-16=0/1014, 6-15=-289/141, 10-11=-44/293 WEBS 3-18=-320/217, 5-18=-70/520, 5-15=-117/916, 11-15=0/1417, 8-11=-422/62, 3-19=-1365/22, 9-11=0/1065 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; 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 30-9-12, Exterior(2E) 30-9-12 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 100 lb uplift at joint(s) 10, 19. 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) 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss T13 Truss Type ROOF SPECIAL Qty 6 Ply 1 100BC Job Reference (optional) I45577960 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:50:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:k8PlIKs3KZ?usFDVygY_d0yTZs_-u?Xe4tWbaHnvM0qx5SohrumkWYv2nzNV6rI_3GzSkI4 Scale = 1:80.1 1 2 3 4 5 6 7 8 9102019181716 15 14 13 12 11 21 223x8 4x8 3x6 3x6 2x4 2x4 2x4 3x6 3x4 3x6 3x12 5x12 3x4 3x6 3x8 3x4 4x8 2x4 10-0-110-0-1 16-7-06-6-15 19-4-02-9-0 26-1-116-9-11 34-3-08-1-5 -0-11-0 0-11-0 6-9-3 6-9-3 15-7-8 8-10-5 19-4-0 3-8-8 26-1-11 6-9-11 34-3-0 8-1-5 35-2-0 0-11-0 1-1-011-6-013-6-01-1-02-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-8,0-1-8], [9:0-2-12,0-1-12], [12:0-5-0,0-1-8], [16:0-5-4,0-2-8], [20:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.91 0.76 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.36 0.08 (loc) 19-20 19-20 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,5-16: 2x4 SPF No.2, 2-20,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 6-16 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 3-20 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size)20=0-3-8, 11=0-3-8 Max Horz 20=-249(LC 6) Max Uplift 20=-8(LC 10), 11=-29(LC 11) Max Grav 20=1420(LC 1), 11=1420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-489/53, 3-5=-1652/116, 5-6=-1633/155, 6-8=-1715/66, 8-9=-1789/50, 2-20=-456/70, 9-11=-1336/77 BOT CHORD 19-20=-40/1403, 17-19=0/1022, 16-17=0/1022, 6-16=-300/144, 11-12=-84/449 WEBS 3-19=-322/218, 5-19=-71/521, 5-16=-116/940, 12-16=0/1445, 8-12=-391/47, 3-20=-1378/18, 9-12=0/932 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; 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 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) 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) 20, 11. 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) 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. 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss V01 Truss Type Valley Qty 1 Ply 1 100BC Job Reference (optional) I45577961 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:50:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-MC50IDXDLbvmzAP8fAJwN5J6uyP6WdDfKV1XbizSkI3 Scale = 1:7.2 1 2 3 2x4 2x4 2x4 2-8-8 2-8-8 0-0-40-10-134.00 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 0.11 0.07 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-7-12, 3=2-7-12 Max Horz 1=20(LC 7) Max Uplift 1=-3(LC 6), 3=-6(LC 10) Max Grav 1=76(LC 1), 3=76(LC 1) 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; 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) 1, 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss V03 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577962 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:50:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-qOfOVZYr6v1dbJ_KCtq9wJsGgMluF1moZ9n578zSkI2 Scale = 1:52.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-10-621-10-6 10-11-3 10-11-3 21-10-6 10-11-3 0-0-48-2-60-0-49.00 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 0.10 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-10-6. (lb) - Max Horz 1=-145(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 12=354(LC 17), 13=292(LC 17), 9=354(LC 18), 8=292(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-273/145, 5-9=-273/144 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 7-11-3, Exterior(2R) 7-11-3 to 13-11-3, Interior(1) 13-11-3 to 18-5-2, Exterior(2E) 18-5-2 to 21-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 12, 13, 9, 8. 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss V04 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577963 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:50:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-IaCmiuYTtC9UDTZWmaLOSWOQbl4J_VRxopWefbzSkI1 Scale = 1:41.7 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 18-3-1118-3-11 9-1-14 9-1-14 18-3-11 9-1-13 0-0-46-10-60-0-49.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] 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 0.22 0.15 0.15 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: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-3-11. (lb) - Max Horz 1=-120(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 9=-114(LC 10), 6=-114(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=435(LC 17), 6=435(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-313/159, 4-6=-313/159 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 6-1-14, Exterior(2R) 6-1-14 to 12-1-14, Interior(1) 12-1-14 to 14-10-7, Exterior(2E) 14-10-7 to 17-10-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 114 lb uplift at joint 9 and 114 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss V05 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577964 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:50:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-mmm9wEZ5eWHKqd7jKIsd?kxaz9RNjz950TGCC1zSkI0 Scale = 1:35.1 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-9-114-9-1 7-4-8 7-4-8 14-9-1 7-4-8 0-0-45-6-60-0-49.00 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 0.12 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: 38 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-9-1. (lb) - Max Horz 1=-97(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=336(LC 17), 6=336(LC 18) 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-1 to 3-4-8, Interior(1) 3-4-8 to 4-4-8, Exterior(2R) 4-4-8 to 10-4-8, Interior(1) 10-4-8 to 11-3-15, Exterior(2E) 11-3-15 to 14-3-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss V06 Truss Type GABLE Qty 1 Ply 1 100BC Job Reference (optional) I45577965 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:50:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-EzKX7aajPqPBSnivu?OsYxUl2ZlbSQtEF7?lkTzSkI? Scale = 1:26.9 1 2 3 4 5 6 3x4 4x6 3x4 2x4 11-2-611-2-6 5-7-3 5-7-3 11-2-6 5-7-3 0-0-44-2-60-0-49.00 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 0.29 0.22 0.09 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: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-2-6, 3=11-2-6, 4=11-2-6 Max Horz 1=-71(LC 6) Max Uplift 1=-10(LC 10), 3=-19(LC 11) Max Grav 1=213(LC 1), 3=213(LC 1), 4=399(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Exterior(2R) 3-5-4 to 7-9-2, Exterior(2E) 7-9-2 to 10-9-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss V07 Truss Type Valley Qty 1 Ply 1 100BC Job Reference (optional) I45577966 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:50:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-EzKX7aajPqPBSnivu?OsYxUjAZlvSRcEF7?lkTzSkI? Scale = 1:19.9 1 2 3 4 5 6 2x4 3x4 2x4 2x4 0-0-50-0-5 7-7-117-7-6 3-9-14 3-9-14 7-7-11 3-9-14 0-0-42-10-60-0-49.00 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 0.41 0.20 0.04 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: 15 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-7-1, 3=7-7-1, 4=7-7-1 Max Horz 1=-48(LC 6) Max Uplift 1=-14(LC 10), 3=-21(LC 11) Max Grav 1=155(LC 1), 3=155(LC 1), 4=251(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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 4-3-15, Exterior(2E) 4-3-15 to 7-3-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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.). April 9,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 100BC Truss V08 Truss Type Valley Qty 1 Ply 1 100BC Job Reference (optional) I45577967 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 8 15:50:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:bN23ZJVWDKEg8hpYKsjUWDzso5?-i9uvLwbLA7X24xH5Rjv5490zvz4QBuSOUnlIGwzSkI_ Scale = 1:10.4 1 2 3 2x4 2x4 2x4 4-0-114-0-11 4-1-10-0-5 2-0-8 2-0-8 4-1-1 2-0-8 0-0-41-6-60-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.25 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: 7 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 4-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-6, 3=4-0-6 Max Horz 1=24(LC 9) Max Grav 1=138(LC 1), 3=138(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; 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.). April 9,2021 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