Loading...
HomeMy WebLinkAboutI45088871.124_Bear_Creek16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). March 8,2021 Liu, Xuegang Pages or sheets covered by this seal: I45088871 thru I45088931 My license renewal date for the state of Indiana is July 31, 2022. 124_Bear_Creek 124 Castleton 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 124_BEAR_CREEK Truss GE01 Truss Type GABLE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088871 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-EUbBWXJHBQCw1Wxdl0mWG3vnfq4jVXkVJwppUdzd1O7 Scale = 1:28.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-812-9-8 -1-0-0 1-0-0 3-0-0 3-0-0 9-9-8 6-9-8 12-9-8 3-0-0 13-9-8 1-0-0 1-5-04-5-01-5-04-5-012.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-2-0], [11:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-9-8. (lb) - Max Horz 26=104(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 26, 16, 21, 22, 25, 20, 17 Max Grav All reactions 250 lb or less at joint(s) 26, 16, 21, 22, 23, 24, 25, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Corner(3R) 2-0-0 to 6-0-0, Exterior(2N) 6-0-0 to 6-9-8, Corner(3R) 6-9-8 to 10-9-8, Corner(3E) 10-9-8 to 13-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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) 26, 16, 21, 22, 25, 20, 17. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss GE02 Truss Type GABLE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088872 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-e3GJ9YMAULaVu_gBR8JEuiWHl14xit4x?u2T5yzd1O4 Scale = 1:50.6 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 3938 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 3x4 3x6 3x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-019-11-0 -1-0-0 1-0-0 6-1-4 6-1-4 13-9-12 7-8-8 19-11-0 6-1-4 20-11-0 1-0-0 1-5-07-6-41-5-07-6-412.00 12 Plate Offsets (X,Y)-- [8:0-4-8,0-2-0], [14:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.07 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 21 21 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 344 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 8-14. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 39=160(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 34, 36, 37, 29, 26, 25, 24 except 39=-217(LC 6), 22=-183(LC 7), 38=-199(LC 7), 23=-175(LC 6) Max Grav All reactions 250 lb or less at joint(s) 22, 30, 31, 32, 33, 34, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23 except 39=270(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 1-11-8, Exterior(2N) 1-11-8 to 3-1-4, Corner(3R) 3-1-4 to 9-1-4, Exterior(2N) 9-1-4 to 10-9-12, Corner(3R) 10-9-12 to 16-7-8, Exterior(2N) 16-7-8 to 17-11-0, Corner(3E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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) 30, 31, 34, 36, 37, 29, 26, 25, 24 except (jt=lb) 39=217, 22=183, 38=199, 23=175. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J01 Truss Type Jack-Open Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088873 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-6FqhMuMoFfiMV8FO_rrTQv3SKRQSRLH4EYn1dPzd1O3 Scale = 1:11.3 1 2 5 6 3 4 3x6 4-0-84-0-2 -1-4-14 1-4-14 4-0-8 4-0-8 0-9-01-8-82.84 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 0.17 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 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 4-0-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-3, 3=Mechanical, 4=Mechanical Max Horz 5=34(LC 6) Max Uplift 5=-48(LC 6), 3=-28(LC 10) Max Grav 5=265(LC 1), 3=96(LC 1), 4=71(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-4-14 to 2-10-0, Exterior(2R) 2-10-0 to 3-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J02 Truss Type Jack-Open Qty 3 Ply 1 124 Castleton Job Reference (optional) I45088874 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-6FqhMuMoFfiMV8FO_rrTQv3SmRRJRLH4EYn1dPzd1O3 Scale = 1:11.7 1 2 5 3 4 3x6 3-0-83-0-8 -0-11-0 0-11-0 3-0-8 3-0-8 0-9-01-9-31-5-01-9-34.00 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 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=34(LC 6) Max Uplift 5=-27(LC 6), 3=-24(LC 10) Max Grav 5=189(LC 1), 3=72(LC 1), 4=53(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J03 Truss Type Jack-Open Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088875 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-aSO4ZENQ0yqD7HqaYZMiz7cd3rmeAoXESCXa9rzd1O2 Scale = 1:11.3 1 2 5 6 3 4 3x6 4-0-134-0-7 -1-5-0 1-5-0 4-0-13 4-0-13 0-9-01-8-80-3-151-4-91-8-82.82 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 0.17 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 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 4-0-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-3, 3=Mechanical, 4=Mechanical Max Horz 5=34(LC 6) Max Uplift 5=-48(LC 6), 3=-28(LC 10) Max Grav 5=267(LC 1), 3=97(LC 1), 4=71(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-5-0 to 2-9-15, Exterior(2R) 2-9-15 to 4-0-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J04 Truss Type Jack-Open Qty 17 Ply 1 124 Castleton Job Reference (optional) I45088876 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-3eySnaO2nGy4lRPm6GtxWK8hPF2gvFnNhrG7hHzd1O1 Scale = 1:30.3 1 2 5 3 4 4x6 3x6 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-5-05-5-04-10-95-5-012.00 12 Plate Offsets (X,Y)-- [5:0-2-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.58 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.03 -0.07 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 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 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=122(LC 10) Max Uplift 3=-88(LC 10), 4=-7(LC 10) Max Grav 5=231(LC 1), 3=114(LC 17), 4=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J05 Truss Type Jack-Open Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088877 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-3eySnaO2nGy4lRPm6GtxWK8p1F75vFnNhrG7hHzd1O1 Scale = 1:9.2 1 2 5 3 4 3x6 2-7-72-7-7 -1-0-0 1-0-0 2-7-7 2-7-7 0-7-131-3-50-3-150-11-51-3-52.84 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-12], [5:0-3-0,0-1-4], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=22(LC 6) Max Uplift 5=-35(LC 6), 3=-17(LC 10) Max Grav 5=182(LC 1), 3=58(LC 1), 4=44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J06 Truss Type Jack-Open Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088878 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XqWq_wPgYa5xMbzzg_OA2Yh_nfSHei1XwV0hEjzd1O0 Scale = 1:9.2 1 2 5 3 4 3x6 2-8-32-8-3 -1-0-0 1-0-0 2-8-3 2-8-3 0-7-131-3-60-3-150-11-71-3-62.82 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-12], [5:0-3-0,0-1-4], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=22(LC 6) Max Uplift 5=-35(LC 6), 3=-18(LC 10) Max Grav 5=184(LC 1), 3=60(LC 1), 4=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J07 Truss Type Jack-Open Qty 2 Ply 1 124 Castleton Job Reference (optional) I45088879 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?14CCGPIJtDo_lY9DhvPblE8T2oHN9Hg89lEmAzd1O? Scale = 1:15.1 1 2 5 3 43x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 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 0.16 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 10) Max Uplift 3=-29(LC 10), 4=-1(LC 10) Max Grav 5=164(LC 1), 3=43(LC 17), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J08 Truss Type Jack-Open Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088880 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-TDeaPbQx3BLfcv7LnPQe7zmIlS8T6cWqNpVoIczd1O_ Scale = 1:15.0 1 2 5 3 4 3x4 3x4 1-11-41-10-2 -1-7-6 1-7-6 1-11-4 1-11-4 1-3-122-4-100-4-131-11-132-4-106.66 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 0.25 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-6-5 Max Horz 5=44(LC 7) Max Uplift 3=-21(LC 10), 4=-1(LC 7), 5=-6(LC 10) Max Grav 3=18(LC 17), 4=30(LC 3), 5=229(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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 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.). March 8,2021 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 124_BEAR_CREEK Truss J09 Truss Type Jack-Open Qty 14 Ply 1 124 Castleton Job Reference (optional) I45088881 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:55:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-TDeaPbQx3BLfcv7LnPQe7zmGUS6W6cWqNpVoIczd1O_ Scale = 1:29.7 1 2 5 3 4 3x4 3x4 3-10-83-10-8 -1-0-0 1-0-0 3-10-8 3-10-8 1-5-05-3-84-9-15-3-812.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=118(LC 10) Max Uplift 3=-86(LC 10), 4=-7(LC 10) Max Grav 5=226(LC 1), 3=110(LC 17), 4=71(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J10 Truss Type Jack-Open Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088882 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-xPCzdxRZqVTWD3iYL6xtgAJTVsUir3mzcTELp2zd1Nz Scale = 1:15.0 1 2 5 3 4 3x4 3x4 1-11-41-10-2 -1-7-6 1-7-6 1-11-4 1-11-4 1-3-122-4-100-4-131-11-132-4-106.66 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 0.25 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-6-5 Max Horz 5=44(LC 7) Max Uplift 3=-21(LC 10), 4=-1(LC 7), 5=-6(LC 10) Max Grav 3=18(LC 17), 4=30(LC 3), 5=229(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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 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.). March 8,2021 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 124_BEAR_CREEK Truss J11 Truss Type Jack-Open Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088883 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-PclLqHSBbobNrCHkvpT6DOsdhGpsaV06r7_uMVzd1Ny Scale = 1:15.0 1 2 5 3 4 3x4 3x6 1-9-01-8-7 -1-9-10 1-9-10 1-9-0 1-9-0 1-5-02-4-106.66 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 0.29 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-3, 3=Mechanical, 4=Mechanical Max Horz 5=45(LC 7) Max Uplift 5=-9(LC 10), 3=-17(LC 10), 4=-5(LC 7) Max Grav 5=252(LC 1), 3=8(LC 6), 4=26(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J12 Truss Type Jack-Open Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088884 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-PclLqHSBbobNrCHkvpT6DOsdUGosaV06r7_uMVzd1Ny Scale = 1:20.9 1 2 5 6 3 4 3x4 3x6 3-10-143-10-5 -1-9-10 1-9-10 3-10-14 3-10-14 1-5-03-7-06.66 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 0.30 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-3, 3=Mechanical, 4=Mechanical Max Horz 5=72(LC 10) Max Uplift 3=-45(LC 10) Max Grav 5=296(LC 1), 3=84(LC 17), 4=68(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-255/124 NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-9-10 to 2-5-4, Exterior(2R) 2-5-4 to 3-10-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss J13 Truss Type Jack-Open Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088885 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-toJj1dSpM6jDTMswSX_LlbOpSgADJyGG3njSuxzd1Nx Scale = 1:15.1 1 2 5 3 43x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 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 0.16 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 10) Max Uplift 3=-29(LC 10), 4=-1(LC 10) Max Grav 5=164(LC 1), 3=43(LC 17), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss M01 Truss Type Monopitch Qty 7 Ply 1 124 Castleton Job Reference (optional) I45088886 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-L_t5FzTR7Qr44WR60EVaIpxtz3Q32PsPIRT?QNzd1Nw Scale = 1:19.6 1 2 3 5 4 6 7 2x4 3x8 2x4 6-9-06-9-0 -1-0-0 1-0-0 6-9-0 6-9-0 0-9-03-0-00-3-84.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [4:0-2-1,0-0-10], [5:0-0-0,0-1-12], [5:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.41 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.00 (loc) 4-5 4-5 l/defl >890 >404 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 4=0-1-8 Max Horz 5=69(LC 6) Max Uplift 5=-29(LC 6), 4=-27(LC 10) Max Grav 5=335(LC 1), 4=254(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-279/198 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-7-12, Exterior(2E) 3-7-12 to 6-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss PB01 Truss Type GABLE Qty 9 Ply 1 124 Castleton Job Reference (optional) I45088887 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-qBRTSJU3ujzxig0Jay0pq0UBrTq6nsmZX5CZypzd1Nv Scale = 1:10.4 2 3 4 1 5 3x4 3x4 3x4 4-8-04-8-0 2-4-0 2-4-0 4-8-0 2-4-0 -0-0-41-6-71-6-110-1-00-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,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 0.04 0.10 0.00 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-8-0. (lb) - Max Horz 1=24(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss PB03 Truss Type GABLE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088888 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-IN?sgfVhf15oKqbV8fX2NE0MOtB_WJ?illy6VGzd1Nu Scale = 1:9.1 2 3 4 5 1 6 3x4 3x4 3x4 3x4 4-8-04-8-0 1-11-4 1-11-4 2-8-12 0-9-8 4-8-0 1-11-4 1-3-80-1-40-1-81-2-08.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-2-0,0-2-3] 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 0.05 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.REACTIONS. (size)1=4-8-0, 6=4-8-0, 2=4-8-0, 5=4-8-0 Max Horz 1=-20(LC 6) Max Uplift 1=-46(LC 3), 6=-46(LC 3) Max Grav 1=3(LC 7), 2=193(LC 1), 5=193(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 1-11-4, Corner(3R) 1-11-4 to 2-8-12, Corner(3E) 2-8-12 to 4-4-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss PB04 Truss Type GABLE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088889 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-El7c5LWyBeLWZ7kuF4aWSf6gBhrY_DV?D3RDZ8zd1Ns Scale = 1:13.8 2 3 4 5 1 6 3x4 3x4 3x6 3x6 7-2-07-2-0 2-4-8 2-4-8 4-9-8 2-5-0 7-2-0 2-4-8 1-7-00-1-40-1-81-5-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.REACTIONS. (size)1=7-2-0, 6=7-2-0, 2=7-2-0, 5=7-2-0 Max Horz 1=-26(LC 8) Max Uplift 1=-175(LC 3), 6=-175(LC 3) Max Grav 2=378(LC 23), 5=378(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 2-4-8, Corner(3R) 2-4-8 to 4-9-8, Corner(3E) 4-9-8 to 6-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=175, 6=175. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss PB05 Truss Type GABLE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088890 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-iyg_IgXayyTNBHJ4po5l?sesk4CYjgR8SjAm5bzd1Nr Scale = 1:16.8 2 3 4 6 1 7 8 5 4x6 3x4 3x4 2x4 7-2-07-2-0 3-7-0 3-7-0 7-2-0 3-7-0 2-4-110-1-40-1-88.00 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 0.02 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: 18 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-2-0. (lb) - Max Horz 1=-39(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 2, 4 except 1=-113(LC 17) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=276(LC 17), 4=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 3-10-11, Corner(3E) 3-10-11 to 6-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 4 except (jt=lb) 1=113. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss PB06 Truss Type GABLE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088891 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-A8EMW0YCjGbEoRuGNVc_X4B0mUXzS7?IgNwKe1zd1Nq Scale = 1:13.8 2 3 4 5 1 6 3x4 3x4 3x6 3x6 7-2-07-2-0 2-1-8 2-1-8 5-0-8 2-11-0 7-2-0 2-1-8 1-5-00-1-40-1-81-3-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-2-0,0-2-3] 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 0.15 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.REACTIONS. (size)1=7-2-0, 6=7-2-0, 2=7-2-0, 5=7-2-0 Max Horz 1=23(LC 9) Max Uplift 1=-168(LC 3), 6=-168(LC 3) Max Grav 2=369(LC 23), 5=369(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/140, 4-5=-257/140 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 2-1-8, Corner(3R) 2-1-8 to 5-0-8, Corner(3E) 5-0-8 to 6-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=168, 6=168. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T01 Truss Type PIGGYBACK BASE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088892 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-6XM7wiZSFtry2l2fUweSdVGCiI5Zwv_b8hPQivzd1No Scale = 1:79.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 215x6 5x6 3x6 5x8 5x10 MT18HS 3x8 3x4 3x6 5x6 3x6 3x4 3x4 3x8 3x4 3x6 4x6 6x6 3x6 1-2-101-2-10 8-7-137-5-3 16-1-07-5-3 20-9-04-8-0 28-10-08-1-0 37-1-88-3-8 0-2-12 0-2-12 1-2-10 0-11-13 8-7-13 7-5-3 16-1-0 7-5-3 20-9-0 4-8-0 28-10-0 8-1-0 37-1-8 8-3-8 1-10-31-11-112-0-01-1-012-0-04.00 122.00 12 8.00 12 *** Design Problems *** REVIEW REQUIRED Analog warning - check design Plate Offsets (X,Y)-- [1:0-3-0,0-2-0], [2:0-2-8,0-3-0], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:Edge,0-1-8], [10:Edge,0-1-8], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8], [17:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.83 0.62 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.27 0.06 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 179 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,5-13,6-13,7-13: 2x4 SPF No.2, 1-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-2-5 max.): 5-6. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size)18=Mechanical, 10=0-3-8 Max Horz 18=-219(LC 6) Max Grav 18=1468(LC 1), 10=1473(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-882/61, 2-4=-1907/172, 4-5=-1523/244, 5-6=-1163/253, 6-7=-1545/241, 7-9=-2004/172, 1-18=-1477/43, 9-10=-1392/148 BOT CHORD 17-18=-182/263, 16-17=-91/1001, 14-16=-11/1500, 13-14=0/1154, 11-13=-21/1565, 10-11=-52/363 WEBS 1-17=-90/1587, 2-17=-1305/182, 2-16=0/557, 4-14=-501/140, 5-14=-27/450, 6-13=-5/460, 7-13=-545/150, 7-11=0/256, 9-11=0/1209 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 1-2-10, Interior(1) 1-2-10 to 13-1-0, Exterior(2R) 13-1-0 to 23-9-0, Interior(1) 23-9-0 to 33-11-12, Exterior(2E) 33-11-12 to 36-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 8,2021 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 124_BEAR_CREEK Truss T01 Truss Type PIGGYBACK BASE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088892 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:11 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-6XM7wiZSFtry2l2fUweSdVGCiI5Zwv_b8hPQivzd1No 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 124_BEAR_CREEK Truss T02 Truss Type PIGGYBACK BASE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088893 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-bjwV82a40Bzpfvdr2d9h9ipRriRmfNGkML8_EMzd1Nn Scale = 1:75.6 12 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 213x4 6x6 3x8 5x10 MT18HS 5x10 MT18HS 3x6 3x6 3x6 3x4 3x8 3x4 3x4 3x6 4x6 6x8 3x6 4x6 8-3-128-3-12 16-1-07-9-4 20-9-04-8-0 28-10-08-1-0 37-1-88-3-8 0-6-9 0-6-9 8-3-12 7-9-4 16-1-0 7-9-4 20-9-0 4-8-0 28-10-0 8-1-0 37-1-8 8-3-8 38-1-8 1-0-0 1-6-1012-0-01-1-012-0-02.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [2:0-2-8,0-3-4], [4:0-1-12,0-1-8], [5:0-6-0,0-1-8], [6:0-5-12,0-1-4], [7:0-1-12,0-1-8], [9:0-3-8,Edge], [11:Edge,0-1-12], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.55 0.62 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.28 0.06 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 179 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,6-15,6-14,7-14,9-11: 2x4 SPF No.2, 1-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-2-8 max.): 5-6. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-15, 6-15, 7-14 REACTIONS. (size)11=0-3-8, 18=Mechanical Max Horz 18=-228(LC 6) Max Grav 11=1543(LC 1), 18=1472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1931/164, 4-5=-1530/239, 5-6=-1155/250, 6-7=-1540/237, 7-9=-2003/167, 9-11=-1462/188 BOT CHORD 17-18=-135/703, 15-17=-9/1514, 14-15=0/1161, 12-14=0/1557, 11-12=-66/435 WEBS 2-17=0/929, 4-15=-506/144, 5-15=-9/465, 6-14=-17/473, 7-14=-538/148, 7-12=0/261, 9-12=0/1128, 2-18=-1647/299 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 0-6-9, Interior(1) 0-6-9 to 13-1-0, Exterior(2R) 13-1-0 to 23-9-0, Interior(1) 23-9-0 to 35-1-8, Exterior(2E) 35-1-8 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 0% 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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.). March 8,2021 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 124_BEAR_CREEK Truss T03 Truss Type Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088894 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-3vUtLObjmU6gH2C1cLgwiwMeT5tFOwZtb?uXnozd1Nm Scale = 1:41.0 1 2 3 4 5 6 10 9 8 7 11 12 4x6 4x6 3x4 3x4 3x4 3x8 5x6 5x6 5-8-05-8-0 7-1-81-5-8 12-9-85-8-0 -1-0-0 1-0-0 5-8-0 5-8-0 7-1-8 1-5-8 12-9-8 5-8-0 13-9-8 1-0-0 1-5-07-1-01-5-07-1-012.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-4], [3:0-4-4,0-1-12], [4:0-4-4,0-1-12], [5:0-3-4,0-1-4] 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-SH 0.43 0.22 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 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* 2-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=-152(LC 8) Max Grav 10=569(LC 1), 7=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-466/100, 4-5=-467/99, 2-10=-515/98, 5-7=-514/99 BOT CHORD 8-9=-10/262 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 10-9-8, Exterior(2E) 10-9-8 to 13-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 124 Castleton Job Reference (optional) I45088895 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-X62FZkcLXoEWvCnE92C9E7ugFV6f7Hb1qfd4JEzd1Nl Scale = 1:71.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x8 5x8 5x8 3x6 4x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 6x6 12x12 3x6 8-1-128-1-12 16-1-07-11-4 20-9-04-8-0 28-10-08-1-0 37-1-88-3-8 8-1-12 8-1-12 16-1-0 7-11-4 20-9-0 4-8-0 28-10-0 8-1-0 37-1-8 8-3-8 38-1-8 1-0-0 1-3-512-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-4,Edge], [3:0-1-12,0-1-8], [4:0-5-12,0-2-0], [5:0-5-12,0-2-0], [6:0-1-12,0-1-8], [10:Edge,0-10-2], [10:0-1-12,0-0-0], [11:0-2-8,0-1-8], [16:0-2-4,0-1-8] 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 1.00 0.66 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.27 0.06 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,4-13,5-13,6-13: 2x4 SPF No.2, 1-17,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-2 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-13, 6-13 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=-227(LC 6) Max Grav 17=1472(LC 1), 10=1543(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1947/0, 3-4=-1534/72, 4-5=-1160/97, 5-6=-1541/70, 6-8=-2004/0, 1-17=-1397/21, 8-10=-1466/38 BOT CHORD 16-17=-190/371, 14-16=-15/1523, 13-14=0/1155, 11-13=0/1560, 10-11=-80/377 WEBS 3-14=-512/149, 4-14=-23/451, 5-13=-3/461, 6-13=-541/148, 6-11=0/262, 1-16=0/1318, 8-11=0/1190 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-10-1, Exterior(2R) 11-10-1 to 24-11-15, Interior(1) 24-11-15 to 35-1-8, Exterior(2E) 35-1-8 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 8 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T05 Truss Type Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088896 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-TU90_Qdb3PUE8WwcHTEdKYz8cJlib9NKHz7BO7zd1Nj Scale = 1:66.0 1 2 3 4 5 6 7 8 9 1011 18 17 16 15 14 13 12 19 20 21 22 23 24 5x6 3x6 5x6 3x6 3x8 3x8 3x4 3x4 3x4 3x8 3x8 3x6 4x6 4x6 3x6 3x6 9-3-129-3-12 18-8-89-4-12 28-1-49-4-12 37-5-09-3-12 -1-0-0 1-0-0 4-9-2 4-9-2 9-3-12 4-6-10 15-6-15 6-3-3 21-10-1 6-3-3 28-1-4 6-3-3 32-7-14 4-6-10 37-5-0 4-9-2 38-5-0 1-0-0 1-1-07-3-81-1-07-3-88.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-8], [4:0-4-4,0-2-4], [8:0-4-4,0-2-4], [9:0-3-8,0-1-8], [12:Edge,0-2-0], [18:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.82 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.10 (loc) 12-13 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 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* 2-18,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-11 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-13, 3-18, 9-12 REACTIONS. (size)18=0-3-8, 12=0-3-8 Max Horz 18=-146(LC 8) Max Grav 18=1554(LC 1), 12=1554(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/35, 3-4=-1876/5, 4-5=-1506/30, 5-6=-1970/0, 6-8=-1506/30, 8-9=-1876/5, 9-10=-368/35, 2-18=-378/54, 10-12=-378/54 BOT CHORD 17-18=-60/1506, 15-17=-37/1929, 13-15=-9/1929, 12-13=0/1507 WEBS 4-17=0/685, 5-17=-706/116, 6-13=-706/116, 8-13=0/685, 3-18=-1673/0, 9-12=-1674/0 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-13, Exterior(2R) 5-0-13 to 13-6-11, Interior(1) 13-6-11 to 23-10-5, Exterior(2R) 23-10-5 to 32-4-3, Interior(1) 32-4-3 to 35-5-0, Exterior(2E) 35-5-0 to 38-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T06 Truss Type Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088897 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-xhjOBleDqjc5mgVprBlssmWHKjANKe5TWdslwZzd1Ni Scale = 1:66.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 3x6 5x6 5x6 6x6 4x6 3x6 3x4 3x6 3x4 3x8 2x4 3x4 3x4 3x6 6x6 4x6 3x6 6-3-26-3-2 12-3-126-0-10 18-8-86-4-12 25-1-46-4-12 31-1-146-0-10 37-5-06-3-2 -1-0-0 1-0-0 6-3-2 6-3-2 12-3-12 6-0-10 18-8-8 6-4-12 25-1-4 6-4-12 31-1-14 6-0-10 37-5-0 6-3-2 1-1-09-3-81-1-09-3-88.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-4-4,0-2-4], [7:0-4-4,0-2-4], [8:0-1-12,0-1-8], [10:Edge,0-3-8], [11:0-2-0,0-1-8], [17:0-2-0,0-1-8] 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 0.63 0.47 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.06 (loc) 14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 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* 5-14,7-14: 2x4 SPF No.2, 2-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-6 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=177(LC 7) Max Grav 18=1555(LC 1), 10=1484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1998/0, 4-5=-1752/53, 5-6=-1564/70, 6-7=-1564/70, 7-8=-1755/55, 8-9=-2001/0, 2-18=-1492/14, 9-10=-1421/0 BOT CHORD 17-18=-162/339, 16-17=-2/1579, 14-16=0/1368, 12-14=0/1370, 11-12=0/1588 WEBS 4-16=-323/120, 5-16=-1/375, 5-14=-98/442, 6-14=-431/123, 7-14=-98/441, 7-12=-2/377, 8-12=-332/121, 2-17=0/1358, 9-11=0/1410 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-13, Exterior(2R) 8-0-13 to 16-6-11, Interior(1) 16-6-11 to 20-10-5, Exterior(2R) 20-10-5 to 29-4-3, Interior(1) 29-4-3 to 34-3-4, Exterior(2E) 34-3-4 to 37-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T07 Truss Type Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088898 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-t3r8cRgTMKsp?zfBybnKxBbXUWqyoXJm_wLr_Szd1Ng Scale = 1:79.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x6 5x10 MT18HS 5x10 MT18HS 3x6 12x12 3x6 3x4 3x6 3x4 3x8 3x4 3x6 4x6 6x6 3x6 7-9-27-9-2 15-3-127-6-10 22-1-46-9-8 29-7-147-6-10 37-5-07-9-2 -1-0-0 1-0-0 7-9-2 7-9-2 15-3-12 7-6-10 22-1-4 6-9-8 29-7-14 7-6-10 37-5-0 7-9-2 1-1-011-3-81-1-011-3-88.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-5-12,0-1-4], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-3-4,Edge], [10:Edge,0-3-8], [11:0-2-4,0-1-8], [16:0-2-8,0-1-8], [17:0-1-12,0-0-0], [17:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.59 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.22 0.06 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,5-13,6-13: 2x4 SPF No.2, 2-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=213(LC 7) Max Grav 17=1555(LC 1), 10=1484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2019/0, 4-5=-1614/74, 5-6=-1233/99, 6-7=-1617/75, 7-9=-2020/0, 2-17=-1481/30, 9-10=-1410/16 BOT CHORD 16-17=-199/473, 14-16=-16/1578, 13-14=0/1233, 11-13=0/1587, 10-11=-38/262 WEBS 4-14=-482/142, 5-14=-4/479, 6-13=0/482, 7-13=-491/144, 2-16=0/1246, 9-11=0/1334 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-13, Exterior(2R) 11-0-13 to 26-4-3, Interior(1) 26-4-3 to 34-3-4, Exterior(2E) 34-3-4 to 37-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T08 Truss Type PIGGYBACK BASE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088899 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-MGPWpng67e_gd7EOWJIZUO8oSwAaX?DvCa5PXuzd1Nf Scale = 1:75.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x6 5x10 MT18HS 5x10 MT18HS 3x8 5x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 6x8 4x6 6x6 3x6 8-3-88-3-8 16-4-88-1-0 21-0-84-8-0 29-1-88-1-0 37-5-08-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-0-8 4-8-0 29-1-8 8-1-0 37-5-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-1-12,0-1-8], [5:0-5-12,0-1-4], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-3-4,0-1-12], [10:Edge,0-1-12], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8] 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-AS 0.57 0.63 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.29 0.06 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-13 max.): 5-6. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=226(LC 7) Max Grav 17=1555(LC 1), 10=1484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2021/0, 4-5=-1560/69, 5-6=-1177/97, 6-7=-1562/70, 7-9=-2021/0, 2-17=-1474/39, 9-10=-1403/25 BOT CHORD 16-17=-190/574, 14-16=-26/1572, 13-14=0/1177, 11-13=0/1579, 10-11=-45/372 WEBS 4-16=0/260, 4-14=-537/148, 5-14=-18/468, 6-13=-6/471, 7-13=-544/150, 7-11=0/256, 2-16=0/1142, 9-11=0/1213 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-9, Exterior(2R) 12-1-9 to 25-3-7, Interior(1) 25-3-7 to 34-3-4, Exterior(2E) 34-3-4 to 37-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088900 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-IeXHETiMfFEOsROmdkL1ZpD2hkpC?oPCguaWbnzd1Nd Scale = 1:82.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 243x4 5x8 3x6 5x6 5x8 5x8 5x8 3x6 3x6 3x4 3x8 3x6 3x6 4x6 4x8 12x12 3x8 MT18HS 4x6 8-5-78-5-7 16-1-07-7-9 20-9-04-8-0 30-4-89-7-8 32-10-82-6-0 39-7-86-9-0 0-9-14 0-9-14 8-5-7 7-7-9 16-1-0 7-7-9 20-9-0 4-8-0 25-6-12 4-9-12 30-4-8 4-9-12 32-10-8 2-6-0 39-7-8 6-9-0 40-7-8 1-0-0 1-8-45-7-012-0-01-1-012-0-02.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [4:0-1-12,0-1-8], [5:0-4-0,0-2-0], [6:0-6-4,0-2-4], [8:0-4-4,0-2-12], [9:0-5-8,0-1-12], [12:0-1-12,0-0-0], [12:Edge,0-10-2], [14:0-2-8,0-2-0], [19:0-2-8,0-1-8], [20:0-3-0,0-1-8] 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 0.91 0.81 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.59 0.08 (loc) 14-16 14-16 12 l/defl >999 >807 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 195 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,6-17,6-16: 2x4 SPF No.2, 1-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-8 max.): 5-6, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-17, 7-16 REACTIONS. (size)12=0-3-8, 20=Mechanical Max Horz 20=-228(LC 6) Max Uplift 12=-6(LC 11) Max Grav 12=1643(LC 1), 20=1572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2075/183, 4-5=-1690/262, 5-6=-1291/268, 6-7=-1687/279, 7-8=-2591/328, 8-9=-1636/210, 9-10=-2111/196, 10-12=-1570/211 BOT CHORD 19-20=-113/852, 17-19=0/1637, 16-17=0/1335, 14-16=0/1672, 13-14=-19/2107, 12-13=-78/336 WEBS 2-19=0/874, 4-17=-498/141, 5-17=-14/526, 6-17=-277/82, 6-16=-59/751, 7-16=-685/178, 7-14=-102/892, 8-14=-608/186, 8-13=-1065/24, 9-13=0/823, 10-13=0/1328, 2-20=-1756/240 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 0-9-14, Interior(1) 0-9-14 to 13-1-0, Exterior(2R) 13-1-0 to 23-9-0, Interior(1) 23-9-0 to 30-4-8, Exterior(2R) 30-4-8 to 35-10-8, Interior(1) 35-10-8 to 37-7-8, Exterior(2E) 37-7-8 to 40-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).March 8,2021 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 124_BEAR_CREEK Truss T10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088901 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-mq5fSpj_QZMFUbzyBRsG61mFy79qkFTMuYJ37Dzd1Nc Scale = 1:81.0 1 2 3 4 5 6 7 8 910 19 18 17 16 15 14 13 12 11 20 21 223x8 5x10 MT18HS 5x10 MT18HS 5x6 5x6 4x6 3x6 3x4 3x6 3x4 3x8 4x6 3x4 3x8 6x6 12x18 MT18HS3x6 8-1-128-1-12 16-1-07-11-4 20-9-04-8-0 27-4-86-7-8 29-10-82-6-0 39-7-89-9-0 8-1-12 8-1-12 16-1-0 7-11-4 20-9-0 4-8-0 27-4-8 6-7-8 29-10-8 2-6-0 34-7-12 4-9-4 39-7-8 4-11-12 40-7-8 1-0-0 1-3-57-7-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-12,0-1-8], [4:0-5-12,0-1-4], [5:0-6-0,0-1-8], [6:0-3-0,0-3-0], [7:0-4-4,0-2-4], [8:0-3-8,0-1-8], [9:0-1-12,0-1-3], [11:Edge,0-3-0], [13:0-2-8,0-2-0], [18:0-2-0,0-1-8], [19:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.81 0.72 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.44 0.09 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-16,4-15,5-15: 2x4 SPF No.2, 1-19,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-15 max.): 4-5, 6-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-16, 4-15, 6-15, 8-11 REACTIONS. (size)19=Mechanical, 11=0-3-8 Max Horz 19=-228(LC 8) Max Uplift 11=-6(LC 11) Max Grav 19=1572(LC 1), 11=1643(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2096/46, 3-4=-1698/131, 4-5=-1333/149, 5-6=-1702/135, 6-7=-1815/99, 7-8=-1997/74, 8-9=-486/14, 1-19=-1493/35, 9-11=-448/45 BOT CHORD 18-19=-180/434, 16-18=-7/1644, 15-16=0/1292, 13-15=0/1824, 12-13=0/1590, 11-12=0/1619 WEBS 3-16=-494/149, 4-16=-21/451, 4-15=-99/274, 5-15=-1/547, 6-15=-731/125, 6-13=-633/67, 7-13=-39/719, 7-12=0/287, 1-18=0/1371, 8-11=-1694/63 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-1-0, Exterior(2R) 13-1-0 to 23-9-0, Interior(1) 23-9-0 to 27-4-8, Exterior(2R) 27-4-8 to 32-10-8, Interior(1) 32-10-8 to 37-7-8, Exterior(2E) 37-7-8 to 40-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 8) This truss is designed in accordance with the 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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.).March 8,2021 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 124_BEAR_CREEK Truss T11 Truss Type PIGGYBACK BASE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088902 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-APmo4qlsjUkqL2hXsaPzkfOm9LDFxgWobWYjkYzd1NZ Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 3x8 5x10 MT18HS 5x6 5x6 5x8 3x6 5x6 3x6 3x4 3x6 3x4 4x8 3x4 3x4 3x4 3x6 6x6 4x6 6x6 3x6 8-1-128-1-12 16-1-07-11-4 20-9-04-8-0 24-4-83-7-8 26-10-82-6-0 33-1-126-3-4 39-7-86-5-12 8-1-12 8-1-12 16-1-0 7-11-4 20-9-0 4-8-0 24-4-8 3-7-8 26-10-8 2-6-0 33-1-12 6-3-4 39-7-8 6-5-12 40-7-8 1-0-0 1-3-59-7-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-12,0-1-8], [4:0-5-12,0-1-4], [5:0-4-4,0-2-4], [7:0-5-12,0-2-0], [8:0-1-12,0-1-8], [10:0-3-4,0-1-12], [12:Edge,0-2-0], [13:0-2-0,0-1-8], [20:0-2-0,0-1-8] 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 0.81 0.61 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.28 0.07 (loc) 18-20 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-18,4-17,5-17: 2x4 SPF No.2, 1-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-15 max.): 4-5, 6-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-18, 4-17, 6-17, 6-15, 8-14 REACTIONS. (size)21=Mechanical, 12=0-3-8 Max Horz 21=-228(LC 6) Max Uplift 12=-6(LC 11) Max Grav 21=1572(LC 1), 12=1643(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2096/50, 3-4=-1699/134, 4-5=-1325/153, 5-6=-1618/157, 6-7=-1568/122, 7-8=-1875/108, 8-10=-2134/42, 1-21=-1492/37, 10-12=-1574/58 BOT CHORD 20-21=-180/435, 18-20=-7/1643, 17-18=0/1293, 15-17=0/1572, 14-15=0/1467, 13-14=0/1688, 12-13=-35/293 WEBS 3-18=-491/149, 4-18=-13/474, 5-17=-27/623, 6-17=-679/122, 6-15=-363/57, 7-15=-30/410, 7-14=-13/337, 8-14=-327/114, 1-20=0/1369, 10-13=0/1407 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-1-0, Exterior(2R) 13-1-0 to 23-9-0, Interior(1) 23-9-0 to 24-4-8, Exterior(2R) 24-4-8 to 29-10-8, Interior(1) 29-10-8 to 37-7-8, Exterior(2E) 37-7-8 to 40-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 8) This truss is designed in accordance with the 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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.).March 8,2021 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 124_BEAR_CREEK Truss T12 Truss Type PIGGYBACK BASE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088903 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XNZh7Yp?X0N6RpaVf7?8Qj5aRMvkczkXkoFUPlzd1NU Scale = 1:81.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 3x8 5x8 5x8 5x6 5x8 3x6 4x6 3x6 3x4 3x6 3x4 3x4 3x4 3x4 3x4 3x6 6x6 12x12 3x6 8-1-12 8-1-12 16-1-0 7-11-4 20-9-0 4-8-0 21-4-8 0-7-8 23-10-8 2-6-0 31-7-12 7-9-4 39-7-8 7-11-12 8-1-12 8-1-12 16-1-0 7-11-4 20-9-0 4-8-0 21-4-8 0-7-8 23-10-8 2-6-0 31-7-12 7-9-4 39-7-8 7-11-12 40-7-8 1-0-0 1-3-511-7-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-4,Edge], [3:0-1-12,0-1-8], [4:0-5-12,0-2-0], [5:0-5-12,0-2-0], [6:0-4-0,0-2-12], [7:0-5-8,0-1-12], [8:0-1-12,0-1-8], [12:Edge,0-10-2], [12:0-1-12,0-0-0], [13:0-2-4,0-1-8], [20:0-2-0,0-1-8] 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-S 0.97 0.65 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.27 0.07 (loc) 18-20 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2, 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,3-18,8-15,8-13,1-20,10-13: 2x3 SPF No.2 1-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-4 max.): 4-5, 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 4-17, 6-16, 7-16, 8-15 REACTIONS. (size)21=Mechanical, 12=0-3-8 Max Horz 21=-228(LC 6) Max Uplift 12=-6(LC 11) Max Grav 21=1572(LC 1), 12=1643(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2097/40, 3-4=-1697/124, 4-5=-1346/145, 5-6=-1306/128, 6-7=-1334/135, 7-8=-1752/120, 8-10=-2156/39, 1-21=-1497/30, 10-12=-1566/58 BOT CHORD 20-21=-189/377, 18-20=-7/1647, 17-18=0/1291, 16-17=0/1342, 15-16=0/1332, 13-15=0/1689, 12-13=-74/364 WEBS 3-18=-498/149, 4-18=-12/463, 4-17=-102/303, 6-16=-332/63, 7-15=-27/511, 8-15=-484/140, 1-20=0/1436, 10-13=0/1333 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-1-0, Exterior(2R) 13-1-0 to 20-9-0, Exterior(2E) 20-9-0 to 21-4-8, Exterior(2R) 21-4-8 to 26-10-8, Interior(1) 26-10-8 to 37-7-8, Exterior(2E) 37-7-8 to 40-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 10 = 12% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).March 8,2021 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 124_BEAR_CREEK Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088904 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-xyFplZruqxlhIHI4KFZr2Lj5yZxIpLCzQmU804zd1NR Scale = 1:81.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x10 MT18HS 5x10 MT18HS 3x6 4x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 6x8 4x6 6x8 3x6 8-3-88-3-8 16-4-88-1-0 23-6-87-2-0 31-7-88-1-0 39-11-08-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 40-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-1-12,0-1-8], [5:0-7-12,0-2-0], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-3-8,Edge], [11:Edge,0-2-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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-SH 0.95 0.66 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.27 0.07 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-230(LC 8) Max Grav 18=1654(LC 1), 11=1654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2175/0, 4-5=-1728/72, 5-6=-1319/99, 6-7=-1728/72, 7-9=-2175/0, 2-18=-1576/32, 9-11=-1576/32 BOT CHORD 17-18=-207/553, 15-17=-9/1700, 14-15=0/1319, 12-14=0/1700, 11-12=-82/406 WEBS 4-15=-526/151, 5-15=-4/514, 6-14=0/515, 7-14=-525/151, 2-17=0/1302, 9-12=0/1301 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-9, Exterior(2R) 12-1-9 to 27-9-7, Interior(1) 27-9-7 to 37-11-0, Exterior(2E) 37-11-0 to 40-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 0%, joint 6 = 16%, joint 2 = 0%, joint 9 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088905 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-MXxyObum7s7G9k1f0N6Yg_LeBny_0gLP6kiodPzd1NO Scale = 1:80.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x6 5x10 MT18HS 5x10 MT18HS 3x8 4x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 6x8 4x6 6x6 3x6 8-3-88-3-8 16-4-88-1-0 23-6-87-2-0 31-7-88-1-0 39-11-08-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-1-12,0-1-8], [5:0-5-12,0-1-4], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-3-4,Edge], [10:Edge,0-2-0], [11:0-2-4,0-1-8], [16:0-2-8,0-1-8] 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-SH 0.82 0.66 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.26 0.07 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-2 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS. (size)17=0-3-8, 10=Mechanical Max Horz 17=226(LC 7) Max Grav 17=1655(LC 1), 10=1584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2177/0, 4-5=-1730/73, 5-6=-1321/100, 6-7=-1732/74, 7-9=-2176/0, 2-17=-1577/32, 9-10=-1506/18 BOT CHORD 16-17=-211/541, 14-16=-19/1702, 13-14=0/1320, 11-13=0/1710, 10-11=-41/305 WEBS 4-14=-528/153, 5-14=-5/515, 6-13=0/517, 7-13=-536/155, 2-16=0/1309, 9-11=0/1413 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-9, Exterior(2R) 12-1-9 to 27-9-7, Interior(1) 27-9-7 to 36-9-4, Exterior(2E) 36-9-4 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 0% 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T15 Truss Type HIP Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088906 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-bGzMGg?P?dG_l7DN1mmfXtD8bP2ydlPkBdOnROzd1NF Scale = 1:82.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 3x6 5x10 MT18HS 3x6 12x12 3x6 3x4 3x6 3x4 3x4 5x10 MT18HS 3x4 3x4 3x6 12x12 3x6 7-10-47-10-4 15-6-07-7-12 19-11-84-5-8 24-5-04-5-8 32-0-127-7-12 39-11-07-10-4 -1-0-0 1-0-0 7-10-4 7-10-4 15-6-0 7-7-12 24-5-0 8-11-0 32-0-12 7-7-12 39-11-0 7-10-4 1-1-011-5-01-1-011-5-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-5-12,0-1-4], [6:0-5-12,0-1-4], [7:0-1-12,0-1-8], [10:0-1-12,0-0-0], [10:Edge,0-10-2], [11:0-2-0,0-1-8], [17:0-2-0,0-1-8], [18:Edge ,0-10-2], [18:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.61 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.23 0.07 (loc) 10-11 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 189 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-13,6-14: 2x4 SPF No.2, 2-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-13, 6-14 REACTIONS. (size)18=0-3-8, 10=Mechanical Max Horz 18=215(LC 7) Max Grav 18=1655(LC 1), 10=1584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2172/0, 4-5=-1782/74, 5-6=-1379/94, 6-7=-1785/76, 7-9=-2172/0, 2-18=-1580/25, 9-10=-1509/11 BOT CHORD 17-18=-203/492, 15-17=-10/1703, 14-15=0/1364, 13-14=0/1365, 11-13=0/1711, 10-11=-39/276 WEBS 4-15=-472/144, 5-15=-14/453, 6-13=-16/456, 7-13=-482/146, 2-17=0/1349, 9-11=0/1444 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-3-1, Exterior(2R) 11-3-1 to 19-8-15, Interior(1) 19-8-15 to 20-2-1, Exterior(2R) 20-2-1 to 28-7-15, Interior(1) 28-7-15 to 36-9-4, Exterior(2E) 36-9-4 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 4%, joint 5 = 4%, joint 2 = 12%, joint 9 = 12% 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T16 Truss Type Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088907 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-MoSNyP5R65GriMqwVSvXsZYZNdnxVM_w1tKCjwzd1N7 Scale = 1:71.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 3x6 5x8 5x8 6x6 4x6 3x6 3x4 3x8 3x4 3x8 2x4 3x4 3x4 3x8 6x6 4x6 3x6 6-4-46-4-4 12-6-06-1-12 19-11-87-5-8 27-5-07-5-8 33-6-126-1-12 39-11-06-4-4 -1-0-0 1-0-0 6-4-4 6-4-4 12-6-0 6-1-12 19-11-8 7-5-8 27-5-0 7-5-8 33-6-12 6-1-12 39-11-0 6-4-4 1-1-09-5-01-1-09-5-08.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [7:0-5-12,0-2-0], [8:0-1-12,0-1-8], [9:0-3-4,Edge], [10:Edge,0-3-8], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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-SH 0.73 0.54 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.24 0.08 (loc) 14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 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* 5-14,7-14: 2x4 SPF No.2, 2-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-11 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)18=0-3-8, 10=Mechanical Max Horz 18=179(LC 7) Max Grav 18=1655(LC 1), 10=1584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2148/0, 4-5=-1909/39, 5-6=-1767/52, 6-7=-1767/52, 7-8=-1912/41, 8-9=-2150/0, 2-18=-1590/6, 9-10=-1519/0 BOT CHORD 17-18=-165/353, 16-17=-10/1702, 14-16=0/1499, 12-14=0/1501, 11-12=0/1711 WEBS 4-16=-318/124, 5-16=0/392, 5-14=-103/528, 6-14=-509/142, 7-14=-103/527, 7-12=0/395, 8-12=-327/125, 2-17=0/1466, 9-11=0/1522 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-3-1, Exterior(2R) 8-3-1 to 16-8-15, Interior(1) 16-8-15 to 23-2-1, Exterior(2R) 23-2-1 to 31-7-15, Interior(1) 31-7-15 to 36-9-4, Exterior(2E) 36-9-4 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T17 Truss Type Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088908 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MCJ0?OfpWZsvg_XaVJfIK8zHXI4-mN8WaR7JP0eQZpZVBaTEUBA6MqjVifHMjrYsKFzd1N4 Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 5x8 3x6 5x8 3x6 3x8 MT18HS3x8 3x8 3x4 3x4 3x4 3x8 3x8 3x6 4x8 4x8 3x8 MT18HS 9-6-09-6-0 19-11-810-5-8 30-5-010-5-8 39-11-09-6-0 -1-0-0 1-0-0 4-10-4 4-10-4 9-6-0 4-7-12 16-5-11 6-11-11 23-5-5 6-11-11 30-5-0 6-11-11 35-0-12 4-7-12 39-11-0 4-10-4 1-1-07-5-01-1-07-5-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-8], [4:0-5-12,0-2-0], [8:0-5-12,0-2-0], [9:0-3-0,0-1-8], [11:Edge,0-1-12], [17:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.93 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.46 0.12 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-2 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-12, 3-17, 9-11 REACTIONS. (size)17=0-3-8, 11=Mechanical Max Horz 17=143(LC 7) Max Grav 17=1655(LC 1), 11=1584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-387/37, 3-4=-2033/0, 4-5=-1638/19, 5-7=-2211/0, 7-8=-1641/21, 8-9=-2038/0, 9-10=-342/18, 2-17=-392/56, 10-11=-286/30 BOT CHORD 16-17=-71/1627, 14-16=-54/2159, 12-14=-24/2160, 11-12=0/1639 WEBS 4-16=0/748, 5-16=-817/125, 7-12=-816/125, 8-12=0/754, 3-17=-1811/0, 9-11=-1866/0 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-3-1, Exterior(2R) 5-3-1 to 13-8-15, Interior(1) 13-8-15 to 26-2-1, Exterior(2R) 26-2-1 to 34-7-15, Interior(1) 34-7-15 to 36-9-4, Exterior(2E) 36-9-4 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T18 Truss Type Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088909 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:56:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-imGG?79Zxdu8o7jtI?ViZcFZYebKAjDfA91zP7zd1N2 Scale = 1:35.4 1 2 3 4 5 6 10 9 8 7 11 12 4x6 4x6 3x4 3x4 3x4 4x6 3x8 3x8 4-4-04-4-0 8-5-84-1-8 12-9-84-4-0 -1-0-0 1-0-0 4-4-0 4-4-0 8-5-8 4-1-8 12-9-8 4-4-0 13-9-8 1-0-0 1-5-05-9-01-5-05-9-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-4,0-1-12], [4:0-4-4,0-1-12], [5:0-3-7,0-1-8] 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 0.19 0.14 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 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* 2-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=128(LC 9) Max Grav 10=569(LC 1), 7=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-470/93, 3-4=-265/115, 4-5=-470/93, 2-10=-528/91, 5-7=-528/91 BOT CHORD 8-9=-25/265 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 10-9-8, Exterior(2E) 10-9-8 to 13-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T19 Truss Type HIP Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088910 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-7LxPd8BSEYHjfaRSz73PBFt0grX2NyF5s7Gd0Szd1N? Scale = 1:54.5 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 4x6 3x8 3x8 3x4 3x4 3x4 3x4 3x6 3x6 3x4 8-1-48-1-4 11-9-123-8-8 19-11-08-1-4 -1-0-0 1-0-0 4-1-14 4-1-14 8-1-4 3-11-6 11-9-12 3-8-8 15-9-2 3-11-6 19-11-0 4-1-14 20-11-0 1-0-0 1-5-09-6-41-5-09-6-412.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-4-4,0-1-12], [9:Edge,0-1-8], [11:0-2-4,0-1-8], [13:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.39 0.46 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.25 0.01 (loc) 9-10 9-10 9 l/defl >999 >951 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=196(LC 9) Max Grav 13=854(LC 1), 9=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-678/109, 4-5=-426/110, 5-6=-678/109, 2-13=-283/85, 7-9=-284/85 BOT CHORD 11-13=-63/504, 10-11=0/412, 9-10=0/471 WEBS 3-13=-629/0, 6-9=-628/0 NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-5, Exterior(2R) 3-10-5 to 15-10-14, Interior(1) 15-10-14 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T20 Truss Type Common Qty 3 Ply 1 124 Castleton Job Reference (optional) I45088911 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-bXVnrUC4?rPaHk0eXraejSQAHFpl6MaE5n?AYvzd1N_ Scale = 1:67.4 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x8 3x8 3x4 3x4 3x6 4x6 4x6 3x6 9-11-89-11-8 19-11-09-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-5-011-4-81-5-012.00 12 Plate Offsets (X,Y)-- [8:Edge,0-2-0], [11: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-SH 0.46 0.75 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 8-9 8-9 8 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-228(LC 8) Max Grav 11=854(LC 1), 8=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/122, 3-4=-637/119, 4-5=-637/119, 5-6=-292/122, 2-11=-344/119, 6-8=-344/119 BOT CHORD 9-11=-46/536, 8-9=0/471 WEBS 4-9=-77/506, 3-11=-559/0, 5-8=-559/0 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T22 Truss Type Common Qty 3 Ply 1 124 Castleton Job Reference (optional) I45088912 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XwdXGADKXTfHW2A1fGc6ptVWn3VDaFbXY5UHbnzd1My Scale = 1:67.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 3x6 3x8 3x8 3x4 3x4 3x6 4x6 4x6 9-11-89-11-8 19-11-09-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 1-5-011-4-81-5-012.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [7:Edge,0-2-0], [10: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-SH 0.46 0.75 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 7-8 7-8 7 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-8: 2x4 SPF No.2, 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=221(LC 7) Max Grav 10=856(LC 1), 7=783(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/122, 3-4=-640/118, 4-5=-641/118, 5-6=-268/82, 2-10=-344/119, 6-7=-258/72 BOT CHORD 8-10=-53/527, 7-8=0/478 WEBS 4-8=-77/508, 3-10=-562/0, 5-7=-580/12 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-9-4, Exterior(2E) 16-9-4 to 19-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T23 Truss Type Common Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088913 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-yVJguBGDpO1sNVvcKOApQW70uGWAncm_F2jxC6zd1Mv Scale = 1:67.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 3x4 3x8 MT18HS 3x4 3x8 3x4 3x6 4x6 5x6 9-11-89-11-8 19-7-89-8-0 19-11-00-3-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-8-4 4-8-12 19-7-8 4-11-4 19-11-0 0-3-8 1-5-011-4-80-3-812.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-12], [10: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-SH 0.47 0.73 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 0.01 (loc) 8-10 8-10 7 l/defl >999 >607 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 95 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-8: 2x4 SPF No.2, 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=224(LC 7) Max Grav 10=844(LC 1), 7=771(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/121, 3-4=-625/119, 4-5=-622/121, 2-10=-344/119 BOT CHORD 8-10=-58/518, 7-8=0/448 WEBS 4-8=-82/492, 3-10=-546/0, 5-7=-603/4 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-5-12, Exterior(2E) 16-5-12 to 19-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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.). March 8,2021 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 124_BEAR_CREEK Truss T24 Truss Type Common Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088914 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Qhs25XGrah9j?fUou5h2zjgBegsOW3?7TiSVkYzd1Mu Scale = 1:67.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 3x4 3x8 MT18HS 3x4 3x8 3x4 3x6 4x6 5x6 9-11-89-11-8 19-7-89-8-0 19-11-00-3-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-8-4 4-8-12 19-7-8 4-11-4 19-11-0 0-3-8 1-5-011-4-80-3-812.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-12], [10: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-SH 0.47 0.73 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 0.01 (loc) 8-10 8-10 7 l/defl >999 >607 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 95 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-8: 2x4 SPF No.2, 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=224(LC 7) Max Grav 10=844(LC 1), 7=771(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/121, 3-4=-625/119, 4-5=-622/121, 2-10=-344/119 BOT CHORD 8-10=-58/518, 7-8=0/448 WEBS 4-8=-82/492, 3-10=-546/0, 5-7=-603/4 NOTES-(6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-5-12, Exterior(2E) 16-5-12 to 19-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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.). March 8,2021 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 124_BEAR_CREEK Truss T25 Truss Type Half Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088915 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-M3_oWDI56JPREzdB?WjW28lXnUf3_ALQx0xcpRzd1Ms Scale = 1:26.0 1 2 3 6 7 4 5 3x6 3x8 3x6 2-0-02-0-0 3-11-21-11-2 4-0-00-0-14 -1-0-0 1-0-0 3-2-0 3-2-0 4-0-0 0-10-0 1-5-04-7-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 -0.10 (loc) 5-6 5-6 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=97(LC 10) Max Uplift 4=-59(LC 10), 5=-2(LC 10) Max Grav 4=99(LC 1), 6=231(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-2-0, Exterior(2E) 3-2-0 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T26 Truss Type Half Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088916 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-megx9FKzPEn06QMmgfGDgnN4nhhuBW5sd_AGQmzd1Mp Scale = 1:21.8 1 2 3 5 7 8 4 6 3x6 3x6 3x6 2-4-02-4-0 4-0-01-8-0 -1-0-0 1-0-0 2-4-0 2-4-0 3-11-6 1-7-6 4-0-0 0-0-10 1-5-03-9-012.00 12 Plate Offsets (X,Y)-- [3:0-3-4,Edge], [7:0-3-0,0-0-12] 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 0.38 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.08 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 6=Mechanical, 4=Mechanical Max Horz 7=74(LC 10) Max Uplift 4=-36(LC 7) Max Grav 7=229(LC 1), 6=73(LC 3), 4=101(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-4-0, Exterior(2E) 2-4-0 to 4-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T27 Truss Type Half Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088917 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-ErEJMbLcAXvtjaxyEMoSD_wFX518wzL?sevpyCzd1Mo Scale = 1:21.8 1 2 3 6 7 4 5 3x6 3x6 3x6 2-4-02-4-0 3-9-111-5-11 3-10-80-0-13 -1-0-0 1-0-0 2-4-0 2-4-0 3-10-8 1-6-8 1-5-03-9-012.00 12 Plate Offsets (X,Y)-- [3:0-3-4,Edge], [6:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.38 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.08 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=74(LC 10) Max Uplift 4=-36(LC 10) Max Grav 4=96(LC 1), 6=226(LC 1), 5=70(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-4-0, Exterior(2E) 2-4-0 to 3-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T28 Truss Type Half Hip Qty 2 Ply 1 124 Castleton Job Reference (optional) I45088918 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-j1nhZxMExr2jLkW8o4JhlCSOmVMPfQa94IfMUezd1Mn Scale = 1:25.7 1 2 3 6 7 4 5 3x4 3x8 3x6 1-11-41-11-4 3-9-121-10-8 3-10-80-0-12 -1-0-0 1-0-0 3-1-4 3-1-4 3-10-8 0-9-4 1-5-04-6-412.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.48 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.09 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=95(LC 10) Max Uplift 4=-59(LC 10), 5=-3(LC 10) Max Grav 4=95(LC 1), 6=226(LC 1), 5=71(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-1-4, Exterior(2E) 3-1-4 to 3-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T29 Truss Type Common Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088919 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-bo1CPIPk?4Y9qLqw1vNdw2d2u6j0bDMl?wdadQzd1Mj Scale = 1:47.0 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 6x8 6x8 6-4-126-4-12 12-9-86-4-12 -1-0-0 1-0-0 6-4-12 6-4-12 12-9-8 6-4-12 13-9-8 1-0-0 1-5-07-9-121-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.28 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-164(LC 8) Max Grav 8=569(LC 1), 6=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-466/99, 3-4=-466/99, 2-8=-513/108, 4-6=-513/108 BOT CHORD 7-8=-177/284 NOTES-(5-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-4-12, Exterior(2R) 3-4-12 to 9-4-12, Interior(1) 9-4-12 to 10-9-8, Exterior(2E) 10-9-8 to 13-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 6) BCSI1. 7) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 8) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T30 Truss Type Piggyback Base Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088920 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-XB9zq_Q?Whot3fzI8KQ5?TiIqvJX3241TE6hiIzd1Mh Scale = 1:81.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 5x10 MT18HS 5x10 MT18HS 3x6 4x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 6x8 4x6 6x8 3x6 8-3-88-3-8 16-4-88-1-0 23-6-87-2-0 31-7-88-1-0 39-11-08-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 40-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-1-12,0-1-8], [5:0-7-12,0-2-0], [6:0-6-0,0-1-8], [7:0-1-12,0-1-8], [9:0-3-8,Edge], [11:Edge,0-2-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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-SH 0.95 0.66 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.27 0.07 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-230(LC 8) Max Grav 18=1654(LC 1), 11=1654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2175/0, 4-5=-1728/72, 5-6=-1319/99, 6-7=-1728/72, 7-9=-2175/0, 2-18=-1576/32, 9-11=-1576/32 BOT CHORD 17-18=-207/553, 15-17=-9/1700, 14-15=0/1319, 12-14=0/1700, 11-12=-82/406 WEBS 4-15=-526/151, 5-15=-4/514, 6-14=0/515, 7-14=-525/151, 2-17=0/1302, 9-12=0/1301 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-9, Exterior(2R) 12-1-9 to 27-9-7, Interior(1) 27-9-7 to 37-11-0, Exterior(2E) 37-11-0 to 40-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 0%, joint 6 = 16%, joint 2 = 0%, joint 9 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss T31 Truss Type Half Hip Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088921 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-?NjL1KRdH?wkhpYUi2xKXgFcWJm0obJBhurEEkzd1Mg Scale = 1:21.8 1 2 3 6 7 4 5 3x6 3x6 3x6 2-4-02-4-0 3-10-81-6-8 -1-0-0 1-0-0 2-4-0 2-4-0 3-10-8 1-6-8 1-5-03-9-03-5-83-9-012.00 12 Plate Offsets (X,Y)-- [3:0-3-4,Edge], [6:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.38 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.08 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=74(LC 10) Max Uplift 4=-36(LC 10) Max Grav 4=96(LC 1), 6=226(LC 1), 5=70(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-4-0, Exterior(2E) 2-4-0 to 3-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088922 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-QyOTgLUVawIJYGH3NAU19JtzEXdb?judOs4ur3zd1Md Scale = 1:67.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 6x10 4x8 6x6 12x18 MT18HS 5x8 6x6 4x10 2x4 2x4 8x8 4x10 12x18 MT18HS 5x8 6-3-126-3-12 14-7-88-3-12 22-9-88-2-0 31-1-48-3-12 37-5-06-3-12 -1-0-0 1-0-0 6-3-12 6-3-12 14-7-8 8-3-12 22-9-8 8-2-0 31-1-4 8-3-12 37-5-0 6-3-12 38-5-0 1-0-0 1-1-05-3-81-1-05-3-88.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-3-0,0-2-0], [7:0-3-0,0-2-3], [10:0-1-12,0-0-0], [10:Edge,0-10-2], [15:0-4-0,0-2-0], [16:0-3-0,0-2-8], [17:Edge,0-10-2], [17:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.85 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.40 0.09 (loc) 12-15 12-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-15,6-15,6-11,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-2 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 5-9-13 oc bracing. WEBS 1 Row at midpt 3-15, 6-15, 6-11 REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=-107(LC 6) Max Uplift 17=-621(LC 8), 10=-679(LC 4) Max Grav 17=2007(LC 1), 10=2073(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2700/1010, 3-4=-3783/1604, 4-6=-3782/1603, 6-7=-2233/917, 7-8=-2775/1055, 2-17=-1913/657, 8-10=-1977/712 BOT CHORD 16-17=-173/495, 15-16=-866/2158, 12-15=-1626/3801, 11-12=-1626/3801, 10-11=-179/509 WEBS 3-16=0/265, 3-15=-927/1928, 4-15=-699/458, 6-12=0/457, 6-11=-1852/875, 7-11=-308/975, 2-16=-809/1796, 8-11=-788/1766 NOTES-(12-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 4% 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) except (jt=lb) 17=621, 10=679. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 8,2021 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 124_BEAR_CREEK Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088922 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:26 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-QyOTgLUVawIJYGH3NAU19JtzEXdb?judOs4ur3zd1Md NOTES-(12-15) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 100 lb up at 6-3-12, 90 lb down and 98 lb up at 8-0-12, 90 lb down and 98 lb up at 10-0-12, 90 lb down and 98 lb up at 12-0-12, 90 lb down and 98 lb up at 14-0-12, 90 lb down and 98 lb up at 16-0-12, 90 lb down and 98 lb up at 18-0-12, 90 lb down and 98 lb up at 20-0-12, 90 lb down and 98 lb up at 22-0-12, 90 lb down and 98 lb up at 24-0-12, 90 lb down and 98 lb up at 26-0-12, 90 lb down and 98 lb up at 28-0-12, 90 lb down and 98 lb up at 29-6-10, 85 lb down and 100 lb up at 31-1-4, and 76 lb down and 66 lb up at 33-4-4, and 71 lb down and 62 lb up at 35-4-4 on top chord, and 36 lb down at 2-0-12, 31 lb down at 4-0-12, 34 lb down and 23 lb up at 5-2-10, 37 lb down and 27 lb up at 6-4-8, 37 lb down and 27 lb up at 8-0-12, 37 lb down and 27 lb up at 10-0-12, 37 lb down and 27 lb up at 12-0-12, 37 lb down and 27 lb up at 14-0-12, 37 lb down and 27 lb up at 16-0-12, 37 lb down and 27 lb up at 18-0-12, 37 lb down and 27 lb up at 20-0-12, 37 lb down and 27 lb up at 22-0-12, 37 lb down and 27 lb up at 24-0-12, 37 lb down and 27 lb up at 26-0-12, 37 lb down and 27 lb up at 28-0-12, 37 lb down and 27 lb up at 29-6-10, 37 lb down and 27 lb up at 31-0-8, 34 lb down and 23 lb up at 32-2-6, and 31 lb down at 33-4-4, and 35 lb down at 35-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 3=-35(F) 5=-35(F) 7=-35(F) 14=-20(F) 16=-20(F) 11=-20(F) 18=-35(F) 19=-35(F) 20=-35(F) 21=-35(F) 22=-35(F) 23=-35(F) 24=-35(F) 25=-35(F) 26=-35(F) 27=-35(F) 28=-35(F) 29=-36(F) 30=-31(F) 31=-22(F) 32=-20(F) 33=-20(F) 34=-20(F) 35=-20(F) 36=-20(F) 37=-20(F) 38=-20(F) 39=-20(F) 40=-20(F) 41=-20(F) 42=-20(F) 43=-20(F) 44=-20(F) 45=-20(F) 46=-20(F) 47=-20(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 124_BEAR_CREEK Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 124 Castleton Job Reference (optional) I45088923 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-qX4cINWOtrgtPk0e3I2knxVYjkehC8a34pIYSOzd1Ma Scale = 1:29.2 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 5x12 5x10 MT18HS 5x10 MT18HS 6x16 5x16 MT18HS 5x12 5x10 MT18HS 3x8 8x8 6-9-106-9-10 10-8-73-10-14 17-6-116-10-4 6-9-10 6-9-10 10-8-7 3-10-14 17-6-11 6-10-4 0-7-81-9-30-7-81-9-32.00 12 Plate Offsets (X,Y)-- [1:0-2-3,Edge], [2:0-5-4,0-2-8], [5:0-2-11,0-3-0], [5:0-2-2,0-6-0], [5:2-4-13,Edge], [6:0-3-8,0-4-4], [8:0-4-12,0-1-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.95 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.49 0.09 (loc) 5-6 5-6 5 l/defl >838 >422 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 258 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 2-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 2-6-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-3-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 5=0-5-8 Max Horz 1=17(LC 12) Max Grav 1=6942(LC 1), 5=8112(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-21860/0, 2-3=-22334/0, 3-5=-22358/0 BOT CHORD 1-8=0/21398, 6-8=0/21809, 5-6=0/21945 WEBS 2-8=0/3945, 2-6=0/650, 3-6=0/3609 NOTES-(12-15) 1) n/a 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 27 lb up at 3-7-15, 75 lb down and 69 lb up at 6-9-10, 24 lb down and 32 lb up at 8-8-13, and 76 lb down and 69 lb up at 10-8-7, and 38 lb down and 27 lb up at 13-9-11 on top chord, and 1452 lb down at 1-4-1, 1452 lb down at 3-4-1, 5 lb down at 3-7-15, 1452 lb down at 5-4-1, 33 lb down at 6-8-2, 1448 lb down at 7-4-1, 14 lb down at 8-8-13, 1552 lb down at 9-4-1, 33 lb down at 10-9-3, 1552 lb down at 11-4-1, 1552 lb down at 13-4-1, 6 lb down at 13-9-11, and 1552 lb down at 15-4-1, and 1562 lb down at 17-3-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. March 8,2021 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 124_BEAR_CREEK Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 124 Castleton Job Reference (optional) I45088923 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:29 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-qX4cINWOtrgtPk0e3I2knxVYjkehC8a34pIYSOzd1Ma 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 2=-24(B) 3=-24(B) 5=-1562(F) 7=-1448(F) 8=-20(B) 6=-20(B) 10=-12(B) 12=-1452(F) 13=-1452(F) 14=-0(B) 15=-1452(F) 16=-9(B) 17=-1552(F) 18=-1552(F) 19=-1552(F) 20=-1(B) 21=-1552(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 124_BEAR_CREEK Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088924 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-nwBMj3XePSwbe291Aj4CsMarmYPyg?dMX7nfWHzd1MY Scale = 1:83.4 1 23 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 5x12 3x6 5x8 5x6 5x6 5x8 3x4 4x8 5x6 4x6 3x4 4x6 4x8 3x4 4x6 5x6 5x6 5x6 10x10 4x8 1-0-9 1-0-9 1-5-14 0-5-4 8-9-7 7-3-9 16-1-0 7-3-9 20-9-0 4-8-0 27-0-12 6-3-12 33-4-8 6-3-12 35-10-8 2-6-0 39-7-8 3-9-0 1-0-9 1-0-9 1-5-14 0-5-4 8-9-7 7-3-9 16-1-0 7-3-9 20-9-0 4-8-0 27-0-12 6-3-12 33-4-8 6-3-12 35-10-8 2-6-0 39-7-8 3-9-0 40-7-8 1-0-0 1-10-32-2-63-7-012-0-01-1-012-0-04.00 122.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-4], [2:0-8-12,0-3-0], [2:0-0-9,0-1-11], [5:0-1-8,0-1-8], [6:0-6-4,0-2-4], [7:0-4-4,0-2-4], [8:0-1-8,0-1-8], [9:0-3-0,0-2-12], [10:0-6-4,0-2-4], [13:Edge,0-8-2], [13:0-1-12,0-0-0], [14:0-3-0,0-2-0], [22:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.58 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.06 (loc) 16 15-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 230 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-19,6-19,6-18,7-18,8-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 6-7, 9-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-18, 8-18 REACTIONS. (size)23=Mechanical, 13=0-3-8 Max Horz 23=-219(LC 4) Max Uplift 13=-18(LC 9) Max Grav 23=1572(LC 25), 13=1643(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1070/0, 2-3=-1063/0, 3-5=-2070/0, 5-6=-1694/59, 6-7=-1339/90, 7-8=-1722/67, 8-9=-2308/18, 9-10=-2477/17, 10-11=-2023/21, 1-23=-1541/0, 11-13=-1582/39 BOT CHORD 21-22=-71/1154, 19-21=0/1638, 18-19=0/1298, 16-18=0/1849, 15-16=0/2529, 14-15=0/1607 WEBS 3-22=-1235/76, 3-21=0/513, 5-19=-498/143, 6-19=-24/461, 6-18=-95/263, 7-18=-8/593, 8-18=-787/137, 8-16=0/548, 9-16=-762/82, 9-15=-1135/41, 10-15=0/1466, 1-22=0/1642, 11-14=0/1453 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 57 lb up at 35-10-8 on top chord, and 19 lb down and 1 lb up at 35-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 March 8,2021 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 124_BEAR_CREEK Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088924 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:31 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-nwBMj3XePSwbe291Aj4CsMarmYPyg?dMX7nfWHzd1MY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 10-11=-60, 11-12=-60, 13-23=-20 Concentrated Loads (lb) Vert: 14=1(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 124_BEAR_CREEK Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088925 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Xu?u7lHJ?Ybh?VQmkuz_I0zHbkc-jIJ78lZux3BJtLJPI86gxngAsL_E8vyf?RGmb9zd1MW Scale = 1:70.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5x10 MT18HS 3x8 4x6 6x8 12x18 MT18HS 5x8 6x10 3x8 4x6 3x6 5x6 4x8 5x12 WB 5x10 MT18HS 6-6-06-6-0 17-6-811-0-8 28-7-011-0-8 39-11-011-4-0 -1-0-0 1-0-0 6-6-0 6-6-0 14-9-6 8-3-6 23-0-12 8-3-6 31-4-2 8-3-6 39-11-0 8-6-14 1-1-05-5-08.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-12], [4:0-3-0,0-1-8], [7:0-3-8,0-1-8], [8:0-6-0,Edge], [9:Edge,0-3-8], [10:0-3-0,0-4-4], [15:0-3-8,0-3-12], [16:0-1-12,0-0-0], [16:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.97 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.46 0.10 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 198 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E *Except* 14-16: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-15,2-16,2-15: 2x4 SPF No.2, 7-10: 2x4 SPF 2100F 1.8E OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-10 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 5-5-8 oc bracing. WEBS 1 Row at midpt 4-15, 6-11, 7-10 REACTIONS. (size)10=Mechanical, 16=0-3-8 Max Horz 16=146(LC 5) Max Uplift 10=-942(LC 5), 16=-688(LC 8) Max Grav 10=2168(LC 1), 16=2180(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2973/1132, 3-4=-2411/972, 4-6=-4257/1807, 6-7=-3526/1506, 9-10=-273/164, 2-16=-2097/726 BOT CHORD 15-16=-185/462, 13-15=-1847/4080, 11-13=-1928/4233, 10-11=-1376/2969 WEBS 3-15=-370/1108, 4-15=-1964/1011, 4-13=-61/548, 6-11=-958/518, 7-11=-352/1205, 7-10=-3410/1544, 2-15=-955/2070 NOTES-(12-15) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 3 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=942, 16=688. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 8,2021 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 124_BEAR_CREEK Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088925 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:33 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Xu?u7lHJ?Ybh?VQmkuz_I0zHbkc-jIJ78lZux3BJtLJPI86gxngAsL_E8vyf?RGmb9zd1MW NOTES-(12-15) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 102 lb up at 6-6-0, 93 lb down and 100 lb up at 8-1-4, 93 lb down and 100 lb up at 10-1-4, 93 lb down and 100 lb up at 12-1-4, 93 lb down and 100 lb up at 14-1-4, 93 lb down and 100 lb up at 16-1-4, 93 lb down and 100 lb up at 18-1-4, 93 lb down and 100 lb up at 20-1-4, 93 lb down and 100 lb up at 22-1-4, 93 lb down and 100 lb up at 24-1-4, 93 lb down and 100 lb up at 26-1-4, 93 lb down and 100 lb up at 28-1-4, 93 lb down and 100 lb up at 30-1-4, 93 lb down and 100 lb up at 32-1-4, 93 lb down and 100 lb up at 34-1-4, and 93 lb down and 100 lb up at 36-1-4, and 93 lb down and 100 lb up at 38-1-4 on top chord, and 37 lb down at 2-0-12, 33 lb down at 4-0-12, 35 lb down and 22 lb up at 5-3-12, 39 lb down and 27 lb up at 6-6-12, 39 lb down and 27 lb up at 8-1-4, 39 lb down and 27 lb up at 10-1-4, 39 lb down and 27 lb up at 12-1-4, 39 lb down and 27 lb up at 14-1-4, 39 lb down and 27 lb up at 16-1-4, 39 lb down and 27 lb up at 18-1-4, 39 lb down and 27 lb up at 20-1-4, 39 lb down and 27 lb up at 22-1-4, 39 lb down and 27 lb up at 24-1-4, 39 lb down and 27 lb up at 26-1-4, 39 lb down and 27 lb up at 28-1-4, 39 lb down and 27 lb up at 30-1-4, 39 lb down and 27 lb up at 32-1-4, 39 lb down and 27 lb up at 34-1-4, and 39 lb down and 27 lb up at 36-1-4, and 39 lb down and 27 lb up at 38-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 10-16=-20 Concentrated Loads (lb) Vert: 3=-39(B) 14=-22(B) 15=-22(B) 12=-22(B) 17=-39(B) 18=-39(B) 19=-39(B) 20=-39(B) 21=-39(B) 22=-39(B) 23=-39(B) 24=-39(B) 25=-39(B) 26=-39(B) 27=-39(B) 28=-39(B) 29=-39(B) 30=-39(B) 31=-39(B) 32=-39(B) 33=-24(B) 34=-21(B) 35=-22(B) 36=-22(B) 37=-22(B) 38=-22(B) 39=-22(B) 40=-22(B) 41=-22(B) 42=-22(B) 43=-22(B) 44=-22(B) 45=-22(B) 46=-22(B) 47=-22(B) 48=-22(B) 49=-22(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 124_BEAR_CREEK Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 2 124 Castleton Job Reference (optional) I45088926 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-fhRtZQb8ThR17fToPZ980Clau9qscqvySlltf2zd1MU Scale = 1:47.0 1 2 3 4 5 6 11 10 9 8 71213141516 5x6 4x6 4x6 4x6 8x8 3x4 6x8 3x4 6x8 5x6 3-3-103-3-10 6-4-123-1-2 9-5-143-1-2 12-9-83-3-10 3-3-10 3-3-10 6-4-12 3-1-2 9-5-14 3-1-2 12-9-8 3-3-10 13-8-8 0-11-0 1-5-07-9-121-5-012.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-0], [2:0-0-12,0-1-8], [4:0-0-12,0-1-8], [5:0-3-4,0-1-0], [7:Edge,0-3-8], [8:0-3-8,0-4-4], [9:0-4-0,0-4-8], [10:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.32 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 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 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=-154(LC 27) Max Uplift 7=-117(LC 9) Max Grav 11=5637(LC 1), 7=3835(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4325/0, 2-3=-3349/0, 3-4=-3349/0, 4-5=-3929/201, 1-11=-4093/0, 5-7=-3831/171 BOT CHORD 10-11=-83/325, 9-10=0/2999, 8-9=-81/2713 WEBS 3-9=0/4449, 4-9=-693/596, 4-8=-701/811, 2-9=-1132/0, 2-10=0/1461, 1-10=0/2900, 5-8=-100/2747 NOTES-(9-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=117. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1568 lb down at 0-8-12, 1564 lb down at 2-8-12, 1564 lb down at 4-8-12, and 1564 lb down at 6-8-12, and 2148 lb down and 962 lb up at 8-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 March 8,2021 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 124_BEAR_CREEK Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 2 124 Castleton Job Reference (optional) I45088926 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:35 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-fhRtZQb8ThR17fToPZ980Clau9qscqvySlltf2zd1MU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 12=-1568(B) 13=-1564(B) 14=-1564(B) 15=-1564(B) 16=-2148(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 124_BEAR_CREEK Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088927 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-7t?FmmbnD_Zukp2_zGgNZQIuFZE4LTX5hPVQCUzd1MT Scale = 1:14.9 1 2 3 6 7 4 8 9 5 3x4 3x4 3x4 1-0-01-0-0 3-11-32-11-3 4-0-00-0-13 -1-0-0 1-0-0 1-0-0 1-0-0 4-0-0 3-0-0 1-5-02-5-012.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=43(LC 7) Max Uplift 4=-34(LC 5), 6=-22(LC 8) Max Grav 4=99(LC 22), 6=226(LC 1), 5=76(LC 3) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 20 lb up at 1-0-0, and 47 lb down and 30 lb up at 2-0-12 on top chord, and 8 lb down and 9 lb up at 1-0-0, and 11 lb down and 11 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=5(F) 9=1(F) March 8,2021 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 124_BEAR_CREEK Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088928 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-3G70BSd1lcpc_6CN4hirerNDzMwdpN1O8j_XGNzd1MR Scale = 1:14.9 1 2 3 6 7 4 8 9 5 3x4 3x4 3x4 1-11-41-11-4 3-9-121-10-8 3-10-80-0-12 -1-0-0 1-0-0 1-0-0 1-0-0 3-10-8 2-10-8 1-5-02-5-012.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.02 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=43(LC 7) Max Uplift 4=-33(LC 5), 6=-21(LC 8) Max Grav 4=95(LC 22), 6=222(LC 1), 5=74(LC 3) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 20 lb up at 1-0-0, and 47 lb down and 30 lb up at 2-0-12 on top chord, and 8 lb down and 9 lb up at 1-0-0, and 11 lb down and 11 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=5(B) 9=1(B) March 8,2021 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 124_BEAR_CREEK Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088929 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-YSgOOoefWvxTbGmZePD4B2vOzmGvYqHYNNj4opzd1MQ Scale = 1:14.9 1 2 3 6 7 4 8 9 5 3x4 3x4 3x4 1-11-41-11-4 3-10-81-11-4 -1-0-0 1-0-0 1-0-0 1-0-0 3-10-8 2-10-8 1-5-02-5-02-1-82-5-012.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.02 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8, 5=Mechanical Max Horz 6=43(LC 7) Max Uplift 4=-36(LC 5), 6=-36(LC 8) Max Grav 4=91(LC 22), 6=200(LC 1), 5=72(LC 3) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 82 lb up at 1-0-0, and 47 lb down and 30 lb up at 1-11-12 on top chord, and 8 lb down and 13 lb up at 1-0-0, and 11 lb down and 11 lb up at 1-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=27(F) 8=7(F) 9=1(F) March 8,2021 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 124_BEAR_CREEK Truss V01 Truss Type GABLE Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088930 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MCJ0?OfpWZsvg_XaVJfIK8zHXI4-0fEmc8eHHD3KDQLmC6kJjGSOXAXfHFBhc1TeLFzd1MP Scale = 1:35.7 1 2 3 5 43x4 3x4 3x4 2x4 4x6 7-7-87-7-8 5-4-4 5-4-4 7-7-8 2-3-4 0-0-45-4-43-1-012.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.87 0.35 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-3: 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-7-8, 4=7-7-8, 5=7-7-8 Max Horz 1=118(LC 7) Max Uplift 1=-1(LC 6), 4=-43(LC 6), 5=-13(LC 7) Max Grav 1=205(LC 18), 4=91(LC 18), 5=349(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 5-4-4, Exterior(2E) 5-4-4 to 7-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 4, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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 124_BEAR_CREEK Truss V02 Truss Type Valley Qty 1 Ply 1 124 Castleton Job Reference (optional) I45088931 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Mar 8 08:57:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MCJ0?OfpWZsvg_XaVJfIK8zHXI4-0fEmc8eHHD3KDQLmC6kJjGSUcAaCHGRhc1TeLFzd1MP Scale = 1:27.5 1 2 3 5 43x4 3x4 3x4 3x4 2x4 6-3-86-3-8 4-0-4 4-0-4 6-3-8 2-3-4 0-0-44-0-41-9-012.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.19 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-3-4, 4=6-3-4, 5=6-3-4 Max Horz 1=82(LC 7) Max Uplift 1=-12(LC 11), 4=-34(LC 11) Max Grav 1=153(LC 18), 4=92(LC 18), 5=276(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 4-0-4, Exterior(2E) 4-0-4 to 6-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). March 8,2021 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