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HomeMy WebLinkAboutI44634910.36_Estates_at_Towne_Meadow16023 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). February 2,2021 Liu, Xuegang Pages or sheets covered by this seal: I44634910 thru I44634963 My license renewal date for the state of Indiana is July 31, 2022. 36_Estates_at_Towne_Meadow 36 Estates at Towne Meadow 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634910 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Z0f90mbLRlom_g3MwNE6?iZyZqBuBVI3Im?BWIzpCT6 Scale = 1:55.5 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 3332 31 30 29 28 27 26 25 24 23 22 21 20 3x4 3x4 4x6 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 20-5-020-5-0 -1-0-0 1-0-0 10-2-8 10-2-8 20-5-0 10-2-8 21-5-0 1-0-0 1-2-08-9-141-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.07 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 316 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28 REACTIONS.All bearings 20-5-0. (lb) - Max Horz 37=-175(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 34, 35, 26, 25, 24, 23, 22 except 37=-144(LC 6), 20=-108(LC 7), 36=-149(LC 7), 21=-124(LC 6) Max Grav All reactions 250 lb or less at joint(s) 37, 20, 28, 29, 30, 31, 32, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 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 Corner(3E) -1-0-0 to 2-2-8, Exterior(2N) 2-2-8 to 7-2-8, Corner(3R) 7-2-8 to 13-2-8, Exterior(2N) 13-2-8 to 18-2-8, Corner(3E) 18-2-8 to 21-5-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 34, 35, 26, 25, 24, 23, 22 except (jt=lb) 37=144, 20=108, 36=149, 21=124. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634911 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-VPnvRScczM2UEzDl2oGa57fJPdtjfPsLm4UHaBzpCT4 Scale = 1:38.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-012-7-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 1-2-05-10-101-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.04 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-7-0. (lb) - Max Horz 24=123(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 2-3-8, Exterior(2N) 2-3-8 to 3-3-8, Corner(3R) 3-3-8 to 9-3-8, Exterior(2N) 9-3-8 to 10-3-8, Corner(3E) 10-3-8 to 13-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634912 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Rovgs7esUzICTHN89DI2AYkYURQQ7EteDOzOf4zpCT2 Scale = 1:73.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 24 23 22 20 19 18 17 16 15 14 13 12 11 10 61 62 63 64 21 65 5x6 3x4 3x6 4x6 3x4 3x4 5x6 4x8 3x6 4x8 5x6 8-9-138-9-13 12-3-83-5-11 17-5-35-1-11 26-3-08-9-13 -1-0-0 1-0-0 6-8-0 6-8-0 13-1-8 6-5-8 19-7-0 6-5-8 26-3-0 6-8-0 27-3-0 1-0-0 1-2-011-0-21-2-09.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [3:0-3-0,0-3-0], [5:0-1-8,0-1-8], [7:0-3-0,0-3-0], [8:0-1-7,0-1-12], [10:Edge,0-1-8], [22:0-3-0,0-1-4], [22:0-0-0,0-1-12], [31:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.60 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.35 0.01 (loc) 23-24 23-24 10 l/defl >712 >424 n/a L/d 240 180 n/a PLATES MT20 Weight: 514 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-17,4-23: 2x3 SPF No.2, 2-24,8-10: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-17 REACTIONS.All bearings 13-11-8 except (jt=length) 24=0-3-8, 21=0-3-8. (lb) - Max Horz 24=-216(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 20, 12, 11, 21 except 10=-145(LC 23) Max Grav All reactions 250 lb or less at joint(s) 20, 19, 18, 10, 16, 15, 14, 13, 12, 21 except 24=771(LC 17), 17=1033(LC 1), 11=299(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-672/98, 4-5=-574/191, 5-6=-102/347, 2-24=-602/101, 8-10=-286/124 BOT CHORD 23-24=-92/581 WEBS 5-17=-814/0, 6-17=-371/190, 5-23=-98/667, 4-23=-338/194 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 10-1-8, Exterior(2R) 10-1-8 to 16-1-8, Interior(1) 16-1-8 to 24-3-0, Exterior(2E) 24-3-0 to 27-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 20, 12, 11, 21 except (jt=lb) 10=145. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss J01 Truss Type Jack-Open Qty 38 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634913 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-v_T24TfUFHQ35RyKjwqHilHmHrtBsoooS2jxBWzpCT1 Scale: 1/2"=1' 1 2 5 3 4 3x4 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-2-04-2-03-8-84-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.03 (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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=91(LC 10) Max Uplift 3=-61(LC 10) Max Grav 5=231(LC 1), 3=106(LC 17), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss J02 Truss Type Jack-Open Qty 9 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634914 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-NA1QHpf60bYwibXWHeLWFzp_nEFMbF2xhiSVjyzpCT0 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 Rigid ceiling 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-(7-8) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss J03 Truss Type Jack-Open Qty 5 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634915 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-sMboU9gknugnKl5jrLslnAM8DeaeKiI5vLC2FOzpCT? Scale = 1:14.9 1 2 5 3 4 3x4 3x4 2-5-42-5-4 -1-6-1 1-6-1 2-5-4 2-5-4 1-2-02-4-91-11-152-4-95.98 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.06 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: 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 2-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-7, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-8(LC 10), 3=-25(LC 10) Max Grav 5=225(LC 1), 3=38(LC 1), 4=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss J04 Truss Type Jack-Open Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634916 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-sMboU9gknugnKl5jrLslnAM8JeanKiI5vLC2FOzpCT? Scale = 1:14.1 1 2 5 3 4 3x4 3x4 2-1-42-1-4 -1-6-1 1-6-1 2-1-4 2-1-4 1-2-02-2-95.98 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 0.23 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 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 2-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-7, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 7) Max Uplift 5=-9(LC 10), 3=-20(LC 10) Max Grav 5=218(LC 1), 3=23(LC 1), 4=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss J05 Truss Type Jack-Open Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634917 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-KZ8BiVhMYCodyvgvO3N_KOvKI2wx39YE8?xcorzpCT_ Scale = 1:14.3 1 2 5 3 43x4 3x4 1-9-01-9-0 -1-0-0 1-0-0 1-9-0 1-9-0 1-1-02-3-01-9-132-3-08.00 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 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 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 10) Max Uplift 3=-25(LC 10), 4=-2(LC 10) Max Grav 5=157(LC 1), 3=34(LC 17), 4=29(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss J06 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 2 36 Estates at Towne Meadow Job Reference (optional) I44634918 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-oliZvri?JWwUZ2F5ymuDtbRXbS7WochNNfh9JHzpCSz Scale = 1:19.4 1 2 4 3 5 3x4 3x4 3x4 3x4 2-9-82-9-8 2-9-8 2-9-8 1-2-03-3-29.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8] 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-P 0.06 0.61 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 3-4 3-4 3 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=Mechanical Max Horz 4=77(LC 5) Max Grav 4=1480(LC 2), 3=626(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-2-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1928 lb down at 0-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1727(B)February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss J07 Truss Type Jack-Open Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634919 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-GxGx7Bid4p2LBCqHWUPSPp_eMsUoX32XbJQirjzpCSy Scale: 1/2"=1' 1 4 2 5 3 3x4 3x4 4-0-04-0-0 4-0-0 4-0-0 1-2-04-2-03-8-84-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.04 (loc) 3-4 3-4 2 l/defl >999 >823 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=71(LC 8) Max Uplift 2=-52(LC 8) Max Grav 4=695(LC 2), 2=118(LC 31), 3=608(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1137 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1005(B) February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type GABLE Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634920 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-k8qJKXjFr7ACpMPU4Bwhy0XrbFwUGWugqzAGNAzpCSx Scale = 1:18.6 2 3 4 5 6 8 1 9 10 7 3x4 3x4 3x4 3x4 2x4 2x4 9-2-09-2-0 4-0-0 4-0-0 5-2-0 1-2-0 9-2-0 4-0-0 -0-0-42-7-122-8-00-1-00-1-82-6-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3] 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-SH 0.15 0.13 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 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, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-2-0. (lb) - Max Horz 1=-45(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-164(LC 17), 7=-156(LC 24), 2=-123(LC 10), 6=-111(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8 except 2=381(LC 23), 6=381(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 5-10-5, Exterior(2E) 5-10-5 to 8-10-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 1, 156 lb uplift at joint 7, 123 lb uplift at joint 2 and 111 lb uplift at joint 6. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type GABLE Qty 5 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634921 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:30:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-CKOhYsktcRI3QW_gdvSwUE3?bfHn?z1q3dvpwczpCSw Scale = 1:21.9 2 3 4 6 1 5 4x6 3x4 3x4 2x4 9-2-09-2-0 4-7-0 4-7-0 9-2-0 4-7-0 -0-0-43-0-73-0-110-1-00-1-88.00 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 0.20 0.12 0.03 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: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-2-0. (lb) - Max Horz 1=-51(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-237(LC 17), 5=-216(LC 18), 2=-153(LC 10), 4=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=444(LC 17), 4=436(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 5-10-5, Exterior(2E) 5-10-5 to 8-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint 1, 216 lb uplift at joint 5, 153 lb uplift at joint 2 and 140 lb uplift at joint 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss PB03 Truss Type GABLE Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634922 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-gWy4lClVNkQw2gZsBcz91RcBF3cxkQRzIHfNS2zpCSv Scale = 1:18.6 2 3 4 5 6 8 1 9 10 7 3x4 3x4 3x4 3x4 2x4 2x4 9-2-09-2-0 3-9-3 3-9-3 5-4-13 1-7-10 9-2-0 3-9-3 -0-0-42-5-142-6-20-1-00-1-82-4-108.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3] 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-SH 0.14 0.13 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 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, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-2-0. (lb) - Max Horz 1=-42(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-148(LC 17), 7=-144(LC 24), 2=-116(LC 10), 6=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8 except 2=375(LC 23), 6=375(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 5-10-5, Exterior(2E) 5-10-5 to 8-10-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 1, 144 lb uplift at joint 7, 116 lb uplift at joint 2 and 103 lb uplift at joint 6. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T01 Truss Type Common Qty 3 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634923 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dv3qAumlvMheHzjFJ1?d6shR5t6LC8lGlb8TXxzpCSt Scale = 1:54.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x6 3x16 MT18HS 3x8 3x4 3x4 3x6 4x8 3x6 4x8 10-2-810-2-8 20-5-010-2-8 -1-0-0 1-0-0 5-2-8 5-2-8 10-2-8 5-0-0 15-2-8 5-0-0 20-5-0 5-2-8 21-5-0 1-0-0 1-2-08-9-141-2-09.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8], [11:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.84 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.02 (loc) 9-11 8-9 8 l/defl >999 >590 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 85 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* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 11=0-3-8 Max Horz 11=175(LC 9) Max Uplift 8=-3(LC 11), 11=-3(LC 10) Max Grav 8=874(LC 1), 11=874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-310/68, 3-4=-730/75, 4-5=-730/75, 5-6=-309/68, 2-11=-344/77, 6-8=-344/77 BOT CHORD 9-11=-36/667, 8-9=0/641 WEBS 4-9=-5/516, 3-11=-644/8, 5-8=-644/8 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 7-2-8, Exterior(2R) 7-2-8 to 13-2-8, Interior(1) 13-2-8 to 18-5-0, Exterior(2E) 18-5-0 to 21-5-0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 8 and 3 lb uplift at joint 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T02 Truss Type Common Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634924 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dv3qAumlvMheHzjFJ1?d6shPMt8KCCOGlb8TXxzpCSt Scale = 1:54.0 1 2 3 4 5 9 8 7 6 10 11 4x6 5x6 3x8 3x4 3x4 3x8 3x6 4x6 10-2-810-2-8 17-2-06-11-8 -1-0-0 1-0-0 5-2-8 5-2-8 10-2-8 5-0-0 17-2-0 6-11-8 1-2-08-9-143-7-49.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-8], [9: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 0.61 0.71 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.50 0.01 (loc) 7-9 7-9 6 l/defl >811 >403 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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* 5-6,2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 9=0-3-8 Max Horz 9=193(LC 7) Max Uplift 9=-5(LC 10) Max Grav 6=673(LC 1), 9=746(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-317/61, 3-4=-535/83, 4-5=-564/70, 5-6=-624/27, 2-9=-350/74 BOT CHORD 7-9=-56/533 WEBS 4-7=0/308, 5-7=0/368, 3-9=-441/7 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 7-2-8, Exterior(2R) 7-2-8 to 13-2-8, Interior(1) 13-2-8 to 14-0-4, Exterior(2E) 14-0-4 to 17-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T03 Truss Type Half Hip Qty 4 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634925 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-55dCNEnOgfpVv7IRskWsf4EfPGdMxmXP_Ft13NzpCSs Scale = 1:21.8 1 2 3 6 7 4 5 3x4 3x4 3x4 3-11-43-11-4 4-0-00-0-12 -1-0-0 1-0-0 3-5-5 3-5-5 4-0-0 0-6-11 1-2-03-7-33-9-03-7-39.00 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-R 0.28 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 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 Rigid ceiling 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=-45(LC 10) Max Grav 4=100(LC 1), 6=231(LC 1), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-5-5, Exterior(2E) 3-5-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T04 Truss Type Common Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634926 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-ZIBabao0RzxMXHseQS15BHnmjgpSg2kZCvdabpzpCSr Scale = 1:69.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 3x6 4x6 3x6 3x6 3x6 3x6 3x6 3x6 4x6 4x6 4x6 4x6 8-9-138-9-13 17-5-38-7-5 26-3-08-9-13 -1-0-0 1-0-0 6-8-0 6-8-0 13-1-8 6-5-8 19-7-0 6-5-8 26-3-0 6-8-0 27-3-0 1-0-0 1-2-011-0-21-2-09.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-3-0,Edge], [8:0-3-0,0-1-12], [10:Edge,0-1-12], [14: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 0.56 0.80 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.31 0.04 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 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* 5-11,5-13: 2x4 SPF No.2, 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (size)14=0-3-8, 10=0-3-8 Max Horz 14=214(LC 9) Max Grav 14=1276(LC 17), 10=1275(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-516/140, 4-5=-1342/129, 5-6=-1341/129, 6-8=-516/140, 2-14=-496/128, 8-10=-495/128 BOT CHORD 13-14=-35/1169, 11-13=0/813, 10-11=0/1064 WEBS 5-11=-88/695, 6-11=-289/204, 5-13=-88/696, 4-13=-289/204, 4-14=-1051/0, 6-10=-1050/0 NOTES-(6-7) 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 10-1-8, Exterior(2R) 10-1-8 to 16-1-8, Interior(1) 16-1-8 to 24-3-0, Exterior(2E) 24-3-0 to 27-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) This truss 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T05 Truss Type Hip Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634927 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-VgJL0GpGyaB4mb00Yt4ZHis00UTI8v2sgD6hgizpCSp Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 5x8 3x6 12x18 MT18HS 3x16 MT18HS4x10 4x6 4x6 3x6 4x6 4x6 4x10 12x18 MT18HS 3x12 5x8 3x16 MT18HS 6-10-86-10-8 17-7-310-8-11 28-3-1310-8-11 39-0-810-8-11 45-11-06-10-8 -1-0-0 1-0-0 6-10-8 6-10-8 14-11-0 8-0-8 22-11-8 8-0-8 31-0-0 8-0-8 39-0-8 8-0-8 45-11-0 6-10-8 46-11-0 1-0-0 1-1-05-6-25-8-01-1-05-6-28.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-0], [4:0-2-8,0-2-0], [7:0-2-8,0-2-0], [9:0-4-12,0-2-0], [12:0-1-12,0-0-0], [12:Edge,0-10-2], [13:0-5-0,0-1-12], [18:0-5-0,0-1-12], [19:Edge ,0-10-2], [19:0-1-12,0-0-0] 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-SH 0.96 0.90 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.86 0.17 (loc) 13-15 13-15 12 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-18,7-13: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-13 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-13 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=115(LC 9) Max Grav 19=2059(LC 2), 12=2059(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2796/50, 3-4=-2231/59, 4-6=-4240/101, 6-7=-4243/101, 7-9=-2232/58, 9-10=-2797/50, 2-19=-1974/22, 10-12=-1974/21 BOT CHORD 18-19=-135/424, 16-18=-159/3916, 15-16=-164/4438, 13-15=-116/3921, 12-13=-94/334 WEBS 3-18=0/1185, 4-18=-2039/164, 4-16=0/723, 6-16=-357/107, 6-15=-353/107, 7-15=0/720, 7-13=-2042/164, 9-13=0/1185, 2-18=-58/1973, 10-13=-60/1981 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-7-2, Exterior(2R) 3-7-2 to 13-4-7, Interior(1) 13-4-7 to 32-6-9, Exterior(2R) 32-6-9 to 42-3-14, Exterior(2E) 42-3-14 to 46-11-0 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 2 = 16%, joint 10 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T06 Truss Type Hip Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634928 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-R3R5QxrWUBRn0uAPfI61M7xQyHCucr?87XbokazpCSn Scale = 1:91.6 12 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 29 30 5x6 3x6 3x8 MT18HS4x8 4x6 4x6 4x6 3x6 4x6 4x6 4x8 4x6 12x18 MT18HS 12x18 MT18HS 5x6 3x8 MT18HS 9-1-89-1-8 18-4-39-2-11 27-6-139-2-11 36-9-89-2-11 45-11-09-1-8 -1-0-0 1-0-0 4-8-0 4-8-0 9-1-8 4-5-8 16-0-8 6-11-0 22-11-8 6-11-0 29-10-8 6-11-0 36-9-8 6-11-0 41-3-0 4-5-8 45-11-0 4-8-0 46-11-0 1-0-0 1-1-07-0-27-2-01-1-07-0-28.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [2:0-1-12,0-1-3], [3:0-1-12,0-2-0], [4:0-3-0,0-2-0], [9:0-3-0,0-2-0], [10:0-1-12,0-2-0], [11:0-1-12,0-1-3], [13:Edge,0-3-0], [14:0-4-0,0-1-12], [19:0-4-0,0-1-12] 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-SH 0.67 0.70 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.61 0.16 (loc) 16-17 16-17 13 l/defl >999 >892 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-19,8-14: 2x4 SPF No.2, 2-20,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-10 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-17, 6-16, 8-14, 3-20, 10-13 REACTIONS. (size)20=0-3-8, 13=0-3-8 Max Horz 20=142(LC 9) Max Grav 20=2085(LC 2), 13=2085(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-465/39, 3-4=-2719/28, 4-5=-2213/35, 5-6=-3400/46, 6-8=-3400/46, 8-9=-2213/35, 9-10=-2719/28, 10-11=-465/39, 2-20=-429/59, 11-13=-429/59 BOT CHORD 19-20=-85/2100, 17-19=-92/3207, 16-17=-83/3515, 14-16=-41/3207, 13-14=0/2100 WEBS 3-19=-62/266, 4-19=0/1194, 5-19=-1417/129, 5-17=0/621, 6-17=-284/94, 6-16=-284/94, 8-16=0/621, 8-14=-1417/129, 9-14=0/1194, 10-14=-62/266, 3-20=-2352/0, 10-13=-2352/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-7-2, Exterior(2R) 3-7-2 to 15-7-7, Interior(1) 15-7-7 to 30-3-9, Exterior(2R) 30-3-9 to 42-3-14, Exterior(2E) 42-3-14 to 46-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T07 Truss Type Hip Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634929 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-vF?TeHs9FVZed2lbD?dGuLUW2hUXLGrIMBKLG1zpCSm Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 5x6 3x6 5x12 WB4x8 4x6 3x6 3x6 3x6 4x8 4x6 4x6 5x10 MT18HS 5x10 MT18HS 4x6 5x6 5x12 WB 11-4-811-4-8 22-11-811-7-0 34-6-811-7-0 45-11-011-4-8 -1-0-0 1-0-0 5-9-8 5-9-8 11-4-8 5-7-0 19-1-3 7-8-11 26-9-13 7-8-11 34-6-8 7-8-11 40-1-8 5-7-0 45-11-0 5-9-8 46-11-0 1-0-0 1-1-08-6-28-8-01-1-08-6-28.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-4,0-1-12], [4:0-3-0,0-2-0], [8:0-3-0,0-2-0], [9:0-2-4,0-1-12], [10:0-3-0,Edge], [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 0.97 0.93 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.79 0.14 (loc) 13-15 13-15 12 l/defl >999 >694 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 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-17,5-15,7-15,8-13: 2x3 SPF No.2, 5-17,7-13: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13, 3-18, 9-12 REACTIONS. (size)18=0-3-8, 12=0-3-8 Max Horz 18=169(LC 9) Max Grav 18=2089(LC 2), 12=2089(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-605/47, 3-4=-2679/42, 4-5=-2164/67, 5-7=-2943/28, 7-8=-2164/67, 8-9=-2679/42, 9-10=-605/47, 2-18=-522/67, 10-12=-522/67 BOT CHORD 17-18=-67/2152, 15-17=-43/2818, 13-15=-8/2818, 12-13=0/2152 WEBS 4-17=0/1125, 5-17=-1010/141, 5-15=0/348, 7-15=0/348, 7-13=-1010/141, 8-13=0/1125, 3-18=-2250/8, 9-12=-2250/8 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-7-2, Interior(1) 3-7-2 to 4-10-9, Exterior(2R) 4-10-9 to 17-10-7, Interior(1) 17-10-7 to 28-0-9, Exterior(2R) 28-0-9 to 41-0-7, Interior(1) 41-0-7 to 42-3-14, Exterior(2E) 42-3-14 to 46-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T08 Truss Type Hip Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634930 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-se6E3ztPn6pMtMv_KQfk_mZuYVAapECbpVpSLvzpCSk Scale = 1:88.7 12 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 142324 3x6 5x6 3x8 3x6 12x18 MT18HS 3x8 MT18HS 3x6 4x6 4x8 4x6 4x6 4x6 4x8 3x6 4x6 12x18 MT18HS 5x6 3x8 MT18HS 6-11-06-11-0 13-7-86-8-8 22-11-89-4-0 32-3-89-4-0 39-0-06-8-8 45-11-06-11-0 -1-0-0 1-0-0 6-11-0 6-11-0 13-7-8 6-8-8 19-10-3 6-2-11 26-0-13 6-2-11 32-3-8 6-2-11 39-0-0 6-8-8 45-11-0 6-11-0 46-11-0 1-0-0 1-1-010-0-210-2-01-1-010-0-28.00 12 Plate Offsets (X,Y)-- [5:0-3-4,0-2-4], [9:0-3-4,0-2-4], [14:Edge,0-10-2], [14:0-1-12,0-0-0], [15:0-2-4,0-2-0], [21:0-2-4,0-2-0], [22:Edge,0-10-2], [22:0-1-12,0-0-0] 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-SH 0.84 0.96 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.56 0.12 (loc) 16-18 16-18 14 l/defl >999 >971 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 205 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-20,7-16: 2x4 SPF No.2, 2-22,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-20, 7-16, 10-16 REACTIONS. (size)22=0-3-8, 14=0-3-8 Max Horz 22=196(LC 9) Max Grav 22=2082(LC 2), 14=2082(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2781/19, 4-5=-2533/83, 5-6=-2024/106, 6-7=-2471/82, 7-9=-2023/105, 9-10=-2533/83, 10-12=-2781/19, 2-22=-1961/40, 12-14=-1961/40 BOT CHORD 21-22=-171/482, 20-21=-12/2235, 18-20=0/2395, 16-18=0/2398, 15-16=0/2234, 14-15=-44/341 WEBS 4-20=-355/138, 5-20=0/1055, 6-20=-760/123, 6-18=0/309, 7-18=0/300, 7-16=-764/123, 9-16=0/1058, 10-16=-353/137, 2-21=0/1924, 12-15=0/1922 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-7-2, Interior(1) 3-7-2 to 6-11-0, Exterior(2R) 6-11-0 to 19-10-3, Interior(1) 19-10-3 to 25-9-9, Exterior(2R) 25-9-9 to 39-0-0, Interior(1) 39-0-0 to 42-3-14, Exterior(2E) 42-3-14 to 46-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T09 Truss Type Hip Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634931 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-o0E_UfvfJk346g2MSriC3BeHNIsZH8utHpIZPozpCSi Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 3x6 5x6 5x6 3x6 12x18 MT18HS 3x6 3x6 4x6 3x8 2x4 3x8 3x8 3x6 4x6 12x18 MT18HS 3x6 3x6 8-0-88-0-8 15-10-87-10-0 22-11-87-1-0 30-0-87-1-0 37-10-87-10-0 45-11-08-0-8 -1-0-0 1-0-0 8-0-8 8-0-8 15-10-8 7-10-0 22-11-8 7-1-0 30-0-8 7-1-0 37-10-8 7-10-0 45-11-0 8-0-8 46-11-0 1-0-0 1-1-011-6-211-8-01-1-011-6-28.00 12 Plate Offsets (X,Y)-- [5:0-3-3,Edge], [7:0-3-3,Edge], [12:Edge,0-10-2], [12:0-1-12,0-0-0], [13:0-2-8,0-2-0], [20:0-2-8,0-2-0], [21:0-1-12,0-0-0], [21: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 0.69 0.86 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.37 0.12 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 221 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,4-18,8-15,8-13,2-20,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-15, 8-15 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=-223(LC 8) Max Grav 21=2112(LC 2), 12=2112(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2857/27, 4-5=-2439/113, 5-6=-1928/136, 6-7=-1928/136, 7-8=-2439/113, 8-10=-2857/27, 2-21=-1982/45, 10-12=-1982/45 BOT CHORD 20-21=-197/603, 18-20=0/2342, 16-18=0/2174, 15-16=0/2174, 13-15=0/2287, 12-13=-70/442 WEBS 4-18=-549/152, 5-18=0/955, 6-18=-561/119, 6-16=0/422, 6-15=-561/119, 7-15=0/955, 8-15=-549/152, 2-20=0/1884, 10-13=0/1884 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-7-2, Interior(1) 3-7-2 to 9-4-9, Exterior(2R) 9-4-9 to 22-4-7, Interior(1) 22-4-7 to 23-6-9, Exterior(2R) 23-6-9 to 36-6-7, Interior(1) 36-6-7 to 42-3-14, Exterior(2E) 42-3-14 to 46-11-0 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 2 = 4%, joint 10 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T10 Truss Type Hip Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634932 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-GDoMh?wH41BxkpdZ0YDRbOBQRiI40ZA1WT26yEzpCSh Scale: 1/4"=1' 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 12x12 4x6 4x6 3x6 3x8 2x4 3x8 3x8 12x12 6-10-86-10-8 12-11-86-1-0 19-0-86-1-0 25-11-06-10-8 6-10-8 6-10-8 12-11-8 6-1-0 19-0-8 6-1-0 25-11-0 6-10-8 26-11-0 1-0-0 1-1-05-6-25-8-01-1-05-6-28.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-2], [2:0-3-0,0-1-12], [4:0-3-0,0-1-12], [7:Edge,0-10-2], [7:0-1-12,0-0-0], [12:0-1-12,0-0-0] 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-SH 0.80 0.46 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.03 (loc) 11-12 11-12 7 l/defl >999 >999 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* 1-12,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 7=0-3-8 Max Horz 12=-111(LC 6) Max Grav 12=1023(LC 1), 7=1095(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1306/35, 2-3=-994/67, 3-4=-987/66, 4-5=-1308/36, 1-12=-960/34, 5-7=-1032/61 BOT CHORD 11-12=-89/304, 9-11=-10/1304, 8-9=-10/1304, 7-8=-86/301 WEBS 2-11=0/385, 3-11=-479/82, 3-8=-483/79, 4-8=0/391, 1-11=-15/772, 5-8=-41/728 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 11-1-7, Interior(1) 11-1-7 to 14-9-9, Exterior(2R) 14-9-9 to 23-3-7, Interior(1) 23-3-7 to 23-11-0, Exterior(2E) 23-11-0 to 26-11-0 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T11 Truss Type Hip Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634933 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-kPMkvLwvrLJoLzClZGkg8ckZu6bUl_JAk7nfUhzpCSg Scale = 1:47.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 3x4 4x6 5x6 3x6 3x8 3x6 3x4 3x6 4x6 4x6 3x6 9-1-89-1-8 16-9-87-8-0 25-11-09-1-8 4-8-0 4-8-0 9-1-8 4-5-8 16-9-8 7-8-0 21-3-0 4-5-8 25-11-0 4-8-0 26-11-0 1-0-0 1-1-07-0-27-2-01-1-07-0-28.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [4:0-3-0,0-2-0], [8:Edge,0-2-0], [12: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 0.95 0.70 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.04 (loc) 8-9 8-9 8 l/defl >999 >945 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 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* 4-11: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS. (size)12=Mechanical, 8=0-3-8 Max Horz 12=-138(LC 6) Max Grav 12=1109(LC 2), 8=1178(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-355/19, 2-3=-1272/73, 3-4=-1013/88, 4-5=-1284/70, 5-6=-384/38, 1-12=-285/30, 6-8=-374/56 BOT CHORD 11-12=-16/1090, 9-11=0/1025, 8-9=0/1045 WEBS 3-11=0/369, 4-9=0/405, 2-12=-1076/45, 5-8=-1057/34 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 4-10-9, Exterior(2R) 4-10-9 to 21-0-7, Interior(1) 21-0-7 to 23-11-0, Exterior(2E) 23-11-0 to 26-11-0 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T12 Truss Type Roof Special Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634934 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-goTVJ0yANyZWbHM7hhm8D1pvlvDmDvZTCQGmYZzpCSe Scale = 1:92.7 12 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 3x6 5x6 6x8 6x8 5x6 3x6 3x8 MT18HS3x6 4x6 3x6 3x8 4x6 2x4 3x8 3x6 4x6 5x6 5x10 MT18HS 12x18 MT18HS 3x6 9-2-09-2-0 18-1-88-11-8 23-9-85-8-0 27-4-133-7-5 31-4-134-0-0 38-6-117-1-14 45-11-07-4-6 -1-0-0 1-0-0 6-2-3 6-2-3 12-1-13 5-11-11 18-1-8 5-11-11 23-9-8 5-8-0 27-4-13 3-7-5 31-4-13 4-0-0 38-6-11 7-1-14 45-11-0 7-4-6 46-11-0 1-0-0 1-1-013-0-210-7-413-2-01-1-013-0-28.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-1-8,0-1-12], [6:0-3-3,Edge], [7:0-5-4,0-3-0], [8:0-5-4,0-3-0], [9:0-3-3,Edge], [14:0-1-12,0-0-0], [14:Edge,0-10-2], [15:0-2-4,0-2-0] 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 0.92 0.91 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.47 0.12 (loc) 20-22 20-22 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 260 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-22,5-22,10-16,10-15,12-15: 2x3 SPF No.2 2-23,4-23,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-11 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-20, 8-19, 8-16, 10-16 2 Rows at 1/3 pts 4-23 REACTIONS. (size)23=0-3-8, 14=0-3-8 Max Horz 23=-250(LC 8) Max Uplift 14=-9(LC 11) Max Grav 23=2128(LC 17), 14=2116(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-623/105, 4-5=-2748/88, 5-6=-2264/155, 6-7=-1809/161, 7-8=-2285/171, 8-9=-1995/140, 9-10=-2513/124, 10-12=-2852/51, 2-23=-545/105, 12-14=-1994/64 BOT CHORD 22-23=-49/2373, 20-22=0/2192, 19-20=0/1899, 18-19=0/2232, 16-18=0/2234, 15-16=0/2290, 14-15=-62/382 WEBS 5-22=-15/457, 5-20=-596/161, 6-20=-1/932, 7-20=-341/100, 7-19=-72/1187, 8-19=-1049/134, 8-16=-657/37, 9-16=0/1057, 10-16=-450/129, 4-23=-2351/0, 12-15=0/1945 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-7-2, Interior(1) 3-7-2 to 13-6-6, Exterior(2R) 13-6-6 to 23-9-8, Exterior(2E) 23-9-8 to 27-4-13, Exterior(2R) 27-4-13 to 35-11-15, Interior(1) 35-11-15 to 42-3-14, Exterior(2E) 42-3-14 to 46-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 14. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634935 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-9_1tXMzo8GiNCRxKFOHNmEM6kJbGyMndQ40K5?zpCSd Scale = 1:88.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 1817 16 15 14 25 26 27 28 29 30 5x10 MT18HS 6x6 5x6 3x6 5x8 5x6 5x8 6x18 MT18HS 3x6 3x8 MT18HS 6x6 3x6 3x6 3x8 3x6 4x8 4x6 3x6 3x6 4x6 12x18 MT18HS 3x6 1-0-121-0-12 8-8-107-7-14 16-4-87-7-14 25-6-89-2-0 29-7-134-1-5 33-7-134-0-0 39-8-36-0-5 45-11-06-2-13 1-0-12 1-0-12 8-8-10 7-7-14 16-4-8 7-7-14 20-11-8 4-7-0 25-6-8 4-7-0 29-7-13 4-1-5 33-7-13 4-0-0 39-8-3 6-0-5 45-11-0 6-2-13 46-11-0 1-0-0 1-9-89-1-412-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [2:0-3-0,0-3-4], [5:0-5-12,0-2-0], [7:0-3-12,0-2-0], [8:0-4-8,0-1-12], [9:1-0-12,Edge], [14:Edge,0-10-2], [14:0-1-12,0-0-0], [15:0-2-4,0-2-0], [16:0-2-8,0-1-8], [18:0-2-8,0-2-0], [22:0-2-8,0-1-8], [23:0-2-8,0-2-0] 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-SH 0.72 0.83 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.52 0.12 (loc) 19-20 19-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 235 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,2-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 17-21: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-20,6-20,6-19,7-19: 2x4 SPF No.2, 12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-14 max.): 1-2, 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-20, 6-19, 8-19, 8-18 REACTIONS. (size)24=Mechanical, 14=0-3-8 Max Horz 24=-232(LC 6) Max Uplift 14=-1(LC 11) Max Grav 24=2040(LC 2), 14=2073(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-2125/0, 1-2=-1288/3, 2-4=-2812/64, 4-5=-2380/139, 5-6=-1890/154, 6-7=-2016/154, 7-8=-2479/161, 8-9=-2404/134, 9-10=-2556/118, 10-12=-2752/57, 12-14=-1967/66 BOT CHORD 22-23=-61/1573, 20-22=0/2348, 19-20=0/1993, 18-19=0/2412, 16-18=0/2066, 15-16=0/2218, 14-15=-38/280 WEBS 1-23=0/2508, 2-23=-1940/89, 2-22=0/863, 4-20=-607/153, 5-20=0/965, 6-20=-445/128, 7-19=-29/1139, 8-19=-954/130, 8-18=-693/38, 9-18=-11/840, 9-16=-5/380, 10-16=-281/111, 12-15=0/1968 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-1-4 to 1-0-12, Interior(1) 1-0-12 to 11-9-6, Exterior(2R) 11-9-6 to 25-6-8, Exterior(2E) 25-6-8 to 29-7-13, Exterior(2R) 29-7-13 to 38-2-15, Interior(1) 38-2-15 to 42-3-14, Exterior(2E) 42-3-14 to 46-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 14. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634935 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:19 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dAbFkizQuaqEqbWWo5pcISuHUjxVho1mfkltdSzpCSc 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634936 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5N9dy2_2fty4Sk5iMpKsrfRS07G3QEGvuOVQ9uzpCSb Scale = 1:92.1 12 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 6x8 6x6 5x6 5x10 MT18HS 6x6 5x8 12x18 MT18HS 3x8 MT18HS4x6 5x12 4x6 4x8 3x6 4x8 5x6 3x6 5x10 MT18HS 3x6 3x16 MT18HS 4x6 5-6-125-6-12 7-6-122-0-0 18-4-810-9-12 27-6-89-2-0 36-1-138-7-5 40-1-134-0-0 47-11-07-9-3 -1-0-0 1-0-0 5-6-12 5-6-12 7-6-12 2-0-0 12-11-10 5-4-14 18-4-8 5-4-14 22-11-8 4-7-0 27-6-8 4-7-0 36-1-13 8-7-5 40-1-13 4-0-0 43-11-15 3-10-2 47-11-0 3-11-2 48-11-0 1-0-0 1-1-04-7-106-1-412-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4], [4:0-3-0,0-3-4], [6:0-3-12,0-2-0], [8:0-7-12,0-2-0], [10:0-4-0,0-1-0], [11:0-2-4,0-1-12], [15:0-2-8,0-1-8], [16:0-2-8,0-2-4], [18:0-2-0,0-2-0], [21:0-5-12,0-1-8], [22:0-1-12,0-2-0], [23:0-1-12,0-0-0], [23: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 0.73 0.81 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.49 -0.88 0.14 (loc) 19-21 19-21 14 l/defl >999 >648 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 255 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,7-19,7-18,8-18,9-18: 2x4 SPF No.2, 2-23,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-3 max.): 3-4, 6-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 5-19, 7-19, 7-18, 9-18, 11-14 REACTIONS. (size)23=0-3-8, 14=0-3-8 Max Horz 23=-231(LC 8) Max Grav 23=2203(LC 2), 14=2179(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2900/52, 3-4=-3133/49, 4-5=-3867/119, 5-6=-2669/162, 6-7=-2153/164, 7-8=-2201/173, 8-9=-2755/147, 9-10=-3261/113, 10-11=-2844/93, 11-12=-435/34, 2-23=-2091/68, 12-14=-404/54 BOT CHORD 22-23=-202/463, 21-22=-20/2436, 19-21=0/2572, 18-19=0/2204, 16-18=0/3279, 15-16=0/2352, 14-15=0/2137 WEBS 3-22=-406/0, 3-21=0/1945, 4-21=-2273/77, 5-21=-36/1148, 5-19=-785/168, 6-19=-13/1191, 7-19=-359/133, 8-18=0/1096, 9-18=-1318/125, 9-16=-1108/99, 10-16=-25/1642, 2-22=0/2102, 11-15=-7/303, 11-14=-2485/55 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-9-8, Exterior(2R) 3-9-8 to 5-6-12, Exterior(2E) 5-6-12 to 7-6-12, Interior(1) 7-6-12 to 13-7-0, Exterior(2R) 13-7-0 to 32-4-0, Interior(1) 32-4-0 to 36-1-13, Exterior(2R) 36-1-13 to 44-1-5, Exterior(2E) 44-1-5 to 48-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634937 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Vyrma41xyoKfJCpH1xtZTI3zVKH4dczMaMj4mDzpCSY Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 6x6 6x6 5x10 MT18HS 5x6 6x18 MT18HS 6x8 12x18 MT18HS 3x8 MT18HS4x6 5x6 3x8 3x6 4x8 4x6 5x8 4x6 3x6 12x18 MT18HS5x10 MT18HS 4x6 3-11-63-11-6 7-9-123-10-6 9-9-122-0-0 18-4-88-6-12 27-6-89-2-0 38-4-1310-10-5 42-4-134-0-0 47-11-05-6-3 -1-0-0 1-0-0 3-11-6 3-11-6 7-9-12 3-10-6 9-9-12 2-0-0 18-4-8 8-6-12 22-11-8 4-7-0 27-6-8 4-7-0 32-11-11 5-5-2 38-4-13 5-5-2 42-4-13 4-0-0 47-11-0 5-6-3 48-11-0 1-0-0 1-1-06-1-104-7-412-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-1-4], [6:0-7-12,0-2-0], [8:0-3-12,0-2-0], [9:0-1-12,0-2-0], [11:0-4-12,0-2-0], [14:0-1-12,0-0-0], [14:Edge,0-10-2], [15:0-1-12,0-2-0], [16:0-2-8 ,0-1-8], [19:0-2-8,0-1-8], [21:0-2-8,0-1-8], [22:0-2-8,0-1-12], [23:0-1-8,0-2-0], [24:Edge,0-10-2], [24:0-1-12,0-0-0] 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-SH 0.71 0.85 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -1.02 0.13 (loc) 16-18 16-18 14 l/defl >999 >560 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 257 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,8-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-19,6-19,7-19,7-18,8-18: 2x4 SPF No.2, 2-24,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-7 max.): 4-5, 6-8, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 5-19, 7-19, 7-18, 9-18, 10-16 REACTIONS. (size)24=0-3-8, 14=0-3-8 Max Horz 24=-231(LC 8) Max Grav 24=2187(LC 2), 14=2191(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2714/48, 3-4=-2852/91, 4-5=-2851/98, 5-6=-2646/144, 6-7=-2131/170, 7-8=-2220/164, 8-9=-2751/162, 9-10=-4668/144, 10-11=-3782/69, 11-12=-2877/65, 2-24=-2103/59, 12-14=-2077/76 BOT CHORD 23-24=-195/330, 22-23=-45/2300, 21-22=0/2400, 19-21=0/2897, 18-19=0/2203, 16-18=0/2769, 15-16=0/2343, 14-15=-42/294 WEBS 4-21=-6/1630, 5-21=-1263/104, 5-19=-960/130, 6-19=0/1050, 7-19=-374/129, 8-18=-13/1235, 9-18=-1033/167, 9-16=-33/1892, 10-16=-2793/116, 11-16=0/2163, 11-15=-278/22, 12-15=0/2086, 3-23=-367/50, 2-23=0/2091 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-11-6, Exterior(2R) 3-11-6 to 7-9-12, Exterior(2E) 7-9-12 to 9-9-12, Interior(1) 9-9-12 to 13-7-0, Exterior(2R) 13-7-0 to 32-4-0, Interior(1) 32-4-0 to 38-4-13, Exterior(2R) 38-4-13 to 44-1-8, Exterior(2E) 44-1-8 to 48-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634938 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-RKyW?l2BUQaNYWzg9Mv1Yj8KI8xn5ZXf1gCBr5zpCSW Scale = 1:84.8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 3x6 5x10 MT18HS 5x8 5x6 5x6 3x6 12x18 MT18HS 3x6 3x4 4x6 3x4 3x6 4x8 3x4 3x8 3x4 3x4 3x4 4x6 12x18 MT18HS3x6 6-3-26-3-2 12-3-126-0-10 14-3-122-0-0 18-4-84-0-12 27-6-89-2-0 32-11-35-4-11 38-3-135-4-11 43-11-05-7-3 -1-0-0 1-0-0 6-3-2 6-3-2 12-3-12 6-0-10 14-3-12 2-0-0 18-4-8 4-0-12 22-11-8 4-7-0 27-6-8 4-7-0 32-11-3 5-4-11 38-3-13 5-4-11 43-11-0 5-7-3 1-1-09-1-1012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-4-12,0-3-4], [6:0-4-0,0-1-15], [7:0-4-4,0-2-4], [9:0-4-4,0-2-4], [10:0-1-12,0-1-8], [11:0-1-12,0-1-8], [14:0-1-12,0-0-0], [14:Edge,0-10-2] , [15:0-2-4,0-2-0], [18:0-2-0,0-1-8], [23:0-2-4,0-2-0], [24:0-1-12,0-0-0], [24: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 0.70 0.96 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.58 0.11 (loc) 18-19 18-19 14 l/defl >999 >897 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 236 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-19,8-19,8-18,9-18: 2x4 SPF No.2, 2-24,13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-2 max.): 5-6, 7-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-21, 6-19, 8-19, 8-18, 10-18 REACTIONS. (size)24=0-3-8, 14=Mechanical Max Horz 24=226(LC 7) Max Grav 24=1991(LC 2), 14=1945(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2632/54, 4-5=-2425/116, 5-6=-2098/132, 6-7=-2235/166, 7-8=-1826/164, 8-9=-1760/160, 9-10=-2184/157, 10-11=-2491/105, 11-13=-2620/43, 2-24=-1886/65, 13-14=-1848/31 BOT CHORD 23-24=-204/437, 22-23=-43/2202, 21-22=0/1990, 19-21=0/2110, 18-19=0/1835, 16-18=0/2012, 15-16=0/2119 WEBS 4-22=-277/112, 5-22=-5/389, 5-21=-29/638, 6-21=-643/31, 6-19=-738/136, 7-19=-23/1009, 8-18=-374/133, 9-18=-9/930, 10-18=-554/140, 10-16=-5/313, 2-23=0/1870, 13-15=0/1947 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-4-11, Interior(1) 3-4-11 to 7-11-1, Exterior(2R) 7-11-1 to 12-3-12, Exterior(2E) 12-3-12 to 14-3-12, Exterior(2R) 14-3-12 to 31-11-3, Interior(1) 31-11-3 to 39-4-9, Exterior(2E) 39-4-9 to 43-9-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634939 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-wWWvC53pFjiEAfYsj3RG5whTeYGWq1aoGKylNYzpCSV Scale = 1:91.7 12 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 3x6 6x18 MT18HS 5x8 5x6 5x8 3x6 12x18 MT18HS 3x4 4x6 3x4 5x8 3x8 3x4 3x8 3x4 3x8 12x18 MT18HS3x6 7-4-10 7-4-10 14-6-12 7-2-2 16-6-12 2-0-0 18-4-8 1-9-12 27-6-8 9-2-0 35-7-8 8-1-0 43-11-0 8-3-8 -1-0-0 1-0-0 7-4-10 7-4-10 14-6-12 7-2-2 16-6-12 2-0-0 18-4-8 1-9-12 22-11-8 4-7-0 27-6-8 4-7-0 35-7-8 8-1-0 43-11-0 8-3-8 44-11-0 1-0-0 1-1-010-7-1012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-11-12,Edge], [6:0-4-8,0-1-12], [7:0-4-4,0-2-4], [9:0-5-12,0-2-0], [10:0-1-12,0-1-8], [14:0-1-12,0-0-0], [14:Edge,0-10-2], [15:0-2-8 ,0-1-8], [19:0-3-0,0-3-0], [21:0-2-8,0-2-0], [22:Edge,0-10-2], [22:0-1-12,0-0-0] 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-SH 0.79 0.99 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.53 0.10 (loc) 17-18 17-18 14 l/defl >999 >985 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 253 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-21,4-20,10-15,2-21,12-15: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-0 max.): 5-6, 7-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-19, 6-18, 8-18, 8-17, 10-17 REACTIONS. (size)22=0-3-8, 14=0-3-8 Max Horz 22=230(LC 9) Max Grav 22=1994(LC 2), 14=2003(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2669/51, 4-5=-2300/123, 5-6=-1891/145, 6-7=-2155/167, 7-8=-1809/156, 8-9=-1752/156, 9-10=-2219/138, 10-12=-2689/59, 2-22=-1875/64, 12-14=-1869/71 BOT CHORD 21-22=-202/542, 20-21=-22/2222, 19-20=0/1861, 18-19=0/1904, 17-18=0/1820, 15-17=0/2146, 14-15=-77/461 WEBS 4-20=-468/131, 5-20=0/608, 5-19=-120/340, 6-19=-547/71, 6-18=-634/156, 7-18=-37/980, 8-17=-366/139, 9-17=0/855, 10-17=-610/157, 2-21=0/1798, 12-15=0/1729 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 3-4-11, Interior(1) 3-4-11 to 10-2-1, Exterior(2R) 10-2-1 to 14-6-12, Exterior(2E) 14-6-12 to 16-6-12, Exterior(2R) 16-6-12 to 31-11-3, Interior(1) 31-11-3 to 40-6-5, Exterior(2E) 40-6-5 to 44-11-0 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 2 = 16%, joint 12 = 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T18 Truss Type Roof Special Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634940 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-svefdn43nLyyPziFqUTkALmqML1bIsK5keRrRQzpCST Scale = 1:98.5 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 3x6 5x6 5x12 6x18 MT18HS 5x6 3x6 3x6 5x10 MT18HS 4x10 2x4 3x4 3x4 3x8 2x4 3x6 3x8 3x4 3x4 3x4 4x6 3x6 12x18 MT18HS 3x6 -0-0-9 0-0-9 5-8-15 5-8-15 11-3-5 5-6-7 16-9-12 5-6-7 18-9-12 2-0-0 19-10-11 1-0-15 26-0-5 6-1-10 31-11-1 5-10-12 37-9-12 5-10-12 43-11-0 6-1-4 5-8-15 5-8-15 11-3-5 5-6-7 16-9-12 5-6-7 18-9-12 2-0-0 19-10-11 1-0-15 26-0-5 6-1-10 31-11-1 5-10-12 37-9-12 5-10-12 43-11-0 6-1-4 44-11-0 1-0-0 1-1-012-1-1012-10-413-0-21-1-012-10-48.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [4:0-1-12,0-1-8], [5:0-3-3,Edge], [6:0-6-0,0-1-15], [7:0-11-12,Edge], [8:0-3-3,Edge], [9:0-1-12,0-1-8], [10:0-1-12,0-1-8], [14:0-1-12,0-0-0], [14:Edge,0-10-2], [15:0-2-8,0-2-0], [19:0-2-12,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.70 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.12 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 271 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-25,1-25,12-14: 2x4 SPF-S Stud 3-24,3-23,4-23,4-21,9-16,10-16,10-15,12-15: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-7 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-25, 4-21, 6-21, 6-20, 6-19, 7-18, 9-18 REACTIONS. (size)25=Mechanical, 14=0-3-8 Max Horz 25=-244(LC 6) Max Grav 25=1930(LC 2), 14=2006(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-449/87, 3-4=-2461/85, 4-5=-2133/143, 5-6=-1704/148, 6-7=-1993/168, 7-8=-1654/160, 8-9=-2076/154, 9-10=-2433/93, 10-12=-2620/30, 1-25=-367/76, 12-14=-1901/50 BOT CHORD 24-25=-26/2238, 23-24=-26/2238, 21-23=0/2078, 20-21=0/1777, 19-20=0/1779, 18-19=0/1719, 16-18=0/1959, 15-16=0/2107, 14-15=-41/283 WEBS 3-25=-2355/0, 4-23=0/364, 4-21=-583/134, 5-21=-8/905, 6-21=-403/114, 6-19=-662/126, 7-19=-55/1007, 7-18=-264/103, 8-18=0/814, 9-18=-635/146, 9-16=0/395, 10-16=-254/99, 12-15=0/1861 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 4-6-7, Interior(1) 4-6-7 to 12-5-1, Exterior(2R) 12-5-1 to 16-9-12, Exterior(2E) 16-9-12 to 18-9-12, Exterior(2R) 18-9-12 to 30-5-0, Interior(1) 30-5-0 to 40-6-5, Exterior(2E) 40-6-5 to 44-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T19 Truss Type Hip Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634941 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-K5C1r75hYe4p17HROC_ziZJ1UlKR1NxEyIAP_tzpCSS Scale = 1:89.5 1 2 3 4 5 6 7 8 910 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 3x8 6x18 MT18HS 6x18 MT18HS 3x6 12x18 MT18HS 3x6 3x4 4x6 3x8 2x4 3x8 3x8 3x4 4x6 12x18 MT18HS 3x6 7-11-17-11-1 15-7-117-8-9 21-11-86-3-13 28-3-56-3-13 35-11-157-8-9 43-11-07-11-1 7-11-1 7-11-1 15-7-11 7-8-9 21-11-8 6-3-13 28-3-5 6-3-13 35-11-15 7-8-9 43-11-0 7-11-1 44-11-0 1-0-0 1-1-011-4-411-6-21-1-011-4-48.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [4:1-3-0,0-2-3], [6:1-3-0,0-2-3], [7:0-1-12,0-1-8], [11:0-1-12,0-0-0], [11:Edge,0-10-2], [12:0-2-8,0-2-0], [18:0-2-8,0-2-0], [19:0-1-12,0-0-0], [19: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 0.62 0.85 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.11 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 213 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-16,7-14,7-12,1-18,9-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-16, 5-14, 7-14 REACTIONS. (size)19=Mechanical, 11=0-3-8 Max Horz 19=-215(LC 6) Max Grav 19=1958(LC 2), 11=2017(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2712/33, 3-4=-2281/119, 4-5=-1819/139, 5-6=-1819/138, 6-7=-2279/117, 7-9=-2713/30, 1-19=-1832/24, 9-11=-1891/47 BOT CHORD 18-19=-174/488, 16-18=0/2240, 15-16=0/1999, 14-15=0/1999, 12-14=0/2168, 11-12=-71/424 WEBS 3-16=-567/149, 4-16=0/890, 5-16=-475/118, 5-15=0/339, 5-14=-476/118, 6-14=0/886, 7-14=-558/148, 1-18=0/1871, 9-12=0/1784 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 4-6-7, Interior(1) 4-6-7 to 9-5-3, Exterior(2R) 9-5-3 to 34-5-13, Interior(1) 34-5-13 to 40-6-5, Exterior(2E) 40-6-5 to 44-11-0 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 9 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T20 Truss Type Hip Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634942 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-GUKoFp7y4GKXGRRqVd0Rn_OK_Z0cVHKXQcfW2lzpCSQ Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 3x6 5x6 3x12 3x6 12x18 MT18HS 3x8 MT18HS 3x4 4x6 4x8 2x4 3x8 4x8 3x4 4x6 12x18 MT18HS 5x6 3x8 MT18HS 6-9-106-9-10 13-4-116-7-2 21-11-88-6-13 30-6-58-6-13 37-1-76-7-1 43-11-06-9-9 6-9-10 6-9-10 13-4-11 6-7-2 21-11-8 8-6-13 30-6-5 8-6-13 37-1-7 6-7-1 43-11-0 6-9-9 44-11-0 1-0-0 1-1-09-10-410-0-21-1-09-10-48.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-8], [4:0-3-3,Edge], [7:0-3-3,Edge], [8:0-1-12,0-1-8], [12:0-1-12,0-0-0], [12:Edge,0-10-2], [13:0-2-4,0-2-0], [19:0-2-4,0-2-0], [20:Edge,0-10-2], [20:0-1-12,0-0-0] 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-SH 0.81 0.87 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.45 0.11 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-18,5-14: 2x4 SPF No.2, 1-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-11 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-18, 5-14, 8-14 REACTIONS. (size)20=Mechanical, 12=0-3-8 Max Horz 20=-189(LC 6) Max Grav 20=1932(LC 2), 12=1991(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2642/25, 3-4=-2393/90, 4-5=-1911/111, 5-7=-1910/108, 7-8=-2390/87, 8-10=-2641/21, 1-20=-1814/18, 10-12=-1873/41 BOT CHORD 19-20=-154/400, 18-19=-6/2136, 16-18=0/2347, 14-16=0/2347, 13-14=0/2118, 12-13=-43/326 WEBS 3-18=-365/135, 4-18=0/940, 5-18=-737/111, 5-16=0/534, 5-14=-736/111, 7-14=0/931, 8-14=-352/133, 1-19=0/1887, 10-13=0/1819 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 4-6-7, Interior(1) 4-6-7 to 7-2-3, Exterior(2R) 7-2-3 to 19-7-3, Interior(1) 19-7-3 to 24-3-13, Exterior(2R) 24-3-13 to 36-8-13, Interior(1) 36-8-13 to 40-6-5, Exterior(2E) 40-6-5 to 44-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T21 Truss Type Roof Special Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634943 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-kgtAT98arZSNua?03KYgKBxWeyOkEfEgfGP3aBzpCSP Scale = 1:86.8 1 2 3 4 5 6 7 8 910 19 18 17 16 15 14 13 12 11 20 21 22 23 24 12x18 MT18HS 5x6 5x12 3x12 3x8 MT18HS 3x4 4x6 6x8 3x6 2x4 3x8 4x8 3x8 5x10 MT18HS 4x6 5x8 3x8 MT18HS 6-7-06-7-0 12-11-86-4-8 14-9-51-9-13 23-9-59-0-0 32-9-59-0-0 43-11-011-1-11 6-7-0 6-7-0 12-11-8 6-4-8 14-9-5 1-9-13 23-9-5 9-0-0 32-9-5 9-0-0 38-2-15 5-5-9 43-11-0 5-8-1 44-11-0 1-0-0 1-1-08-4-49-8-111-1-08-4-48.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-2], [2:0-1-12,0-1-8], [4:0-6-0,0-1-15], [7:0-4-12,0-2-0], [8:0-2-8,0-1-8], [9:0-3-0,Edge], [11:Edge,0-1-12], [15:0-2-8,0-1-8], [17:0-4-0,0-2-0], [18:0-2-4,0-2-0], [19:0-1-12,0-0-0] 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-SH 0.75 0.75 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.61 0.12 (loc) 14-15 14-15 11 l/defl >999 >865 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* 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-19: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,5-15,5-12: 2x4 SPF No.2, 1-19,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-3 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 4-17, 5-15, 5-12, 8-11 REACTIONS. (size)19=Mechanical, 11=0-3-8 Max Horz 19=-184(LC 6) Max Uplift 11=-66(LC 11) Max Grav 19=1924(LC 17), 11=1990(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2623/16, 2-3=-2371/103, 3-4=-2369/114, 4-5=-2391/87, 5-7=-2029/143, 7-8=-2512/132, 8-9=-614/60, 1-19=-1815/13, 9-11=-525/76 BOT CHORD 18-19=-152/383, 17-18=0/2212, 15-17=0/2397, 14-15=0/2755, 12-14=0/2755, 11-12=-37/2020 WEBS 2-17=-359/125, 3-17=-94/2447, 4-17=-2228/119, 4-15=0/625, 5-15=-574/84, 5-14=0/511, 5-12=-970/95, 7-12=0/1012, 1-18=0/1892, 8-11=-2072/77 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 4-6-7, Interior(1) 4-6-7 to 8-6-13, Exterior(2R) 8-6-13 to 12-11-8, Exterior(2E) 12-11-8 to 14-9-5, Interior(1) 14-9-5 to 28-4-10, Exterior(2R) 28-4-10 to 37-2-0, Interior(1) 37-2-0 to 40-6-5, Exterior(2E) 40-6-5 to 44-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T22 Truss Type Roof Special Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634944 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-h3?wuq9qMBj57u9PBla8Pc0pPm06ia1z6auAf4zpCSN Scale = 1:81.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 3x6 5x12 6x6 3x12 3x8 MT18HS3x4 4x6 6x10 2x4 3x12 4x8 3x4 4x6 5x10 MT18HS 4x6 5x8 5x8 3x8 MT18HS 8-7-78-7-7 17-0-58-4-15 26-0-59-0-0 35-0-59-0-0 39-4-74-4-1 43-11-04-6-9 6-7-0 6-7-0 12-11-8 6-4-8 17-0-5 4-0-13 26-0-5 9-0-0 35-0-5 9-0-0 39-4-7 4-4-1 43-11-0 4-6-9 44-11-0 1-0-0 1-1-06-10-49-8-111-1-06-10-48.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-12], [4:0-3-0,Edge], [5:0-3-0,0-1-8], [7:0-4-12,0-2-0], [8:0-1-12,0-1-8], [9:0-3-8,0-1-8], [11:Edge,0-2-0], [12:0-2-4,0-2-0], [16:0-4-0,0-1-8] 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 0.86 0.95 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.62 0.14 (loc) 16-18 16-18 11 l/defl >999 >843 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 200 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2, 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-19: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-18,3-16,5-16,5-13: 2x4 SPF No.2 4-16,5-15,1-19,2-19,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-16, 5-13 2 Rows at 1/3 pts 2-19 REACTIONS. (size)19=Mechanical, 11=0-3-8 Max Horz 19=-184(LC 6) Max Uplift 11=-66(LC 11) Max Grav 19=1957(LC 17), 11=2001(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-509/78, 2-3=-2616/92, 3-4=-3972/168, 4-5=-3181/81, 5-7=-2106/133, 7-8=-2580/127, 8-9=-2517/95, 1-19=-409/73, 9-11=-1902/92 BOT CHORD 18-19=0/2229, 16-18=0/1955, 15-16=0/3310, 13-15=0/3310, 12-13=-17/2034 WEBS 3-18=-73/526, 3-16=-142/3213, 4-16=-2484/185, 5-16=-269/81, 5-15=0/495, 5-13=-1484/40, 7-13=0/1076, 8-12=-282/40, 2-19=-2321/0, 9-12=0/1865 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 4-6-7, Interior(1) 4-6-7 to 8-6-13, Exterior(2R) 8-6-13 to 12-11-8, Exterior(2E) 12-11-8 to 17-0-5, Interior(1) 17-0-5 to 30-7-10, Exterior(2R) 30-7-10 to 39-4-7, Interior(1) 39-4-7 to 40-6-5, Exterior(2E) 40-6-5 to 44-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T23 Truss Type Roof Special Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634945 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dS7hJWB4uozpNCJnIAccU157oal_AT3GZuNHjzzpCSL Scale = 1:79.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 5x8 5x6 5x12 3x8 4x6 3x16 MT18HS 3x4 4x6 5x8 3x4 3x4 4x6 4x6 4x8 5x6 3x8 MT18HS 12x12 6-7-06-7-0 12-11-86-4-8 19-3-56-3-13 28-3-59-0-0 37-3-59-0-0 43-11-06-7-11 6-7-0 6-7-0 12-11-8 6-4-8 19-3-5 6-3-13 25-3-5 6-0-0 31-3-5 6-0-0 37-3-5 6-0-0 43-11-0 6-7-11 44-11-0 1-0-0 1-1-05-4-49-8-111-1-05-4-48.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-12,0-1-8], [4:0-6-0,0-1-15], [8:0-3-0,0-2-0], [11:Edge,0-10-2], [11:0-1-12,0-0-0], [12:0-2-8,0-1-12], [17:0-4-0,0-1-8], [18:0-2-8,0-2-0], [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-SH 1.00 0.73 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.78 0.14 (loc) 14-15 14-15 11 l/defl >999 >675 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-17,4-17: 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 (2-2-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 4-17, 6-12 REACTIONS. (size)19=Mechanical, 11=0-3-8 Max Horz 19=-184(LC 8) Max Uplift 11=-66(LC 11) Max Grav 19=1880(LC 17), 11=1952(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2556/31, 2-3=-2302/102, 3-4=-2303/91, 4-5=-4018/82, 5-6=-3802/111, 6-8=-2077/113, 8-9=-2611/90, 1-19=-1769/23, 9-11=-1858/95 BOT CHORD 18-19=-145/390, 17-18=0/2157, 15-17=0/4011, 14-15=-11/4011, 12-14=-23/3368, 11-12=-89/335 WEBS 2-17=-364/127, 3-17=-10/2156, 4-17=-2800/132, 4-15=0/324, 5-14=-472/54, 6-14=0/854, 6-12=-1678/50, 8-12=0/1119, 1-18=0/1829, 9-12=0/1810 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 4-6-7, Interior(1) 4-6-7 to 8-6-13, Exterior(2R) 8-6-13 to 17-4-3, Interior(1) 17-4-3 to 32-10-10, Exterior(2R) 32-10-10 to 40-6-5, Exterior(2E) 40-6-5 to 44-11-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T24 Truss Type Common Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634946 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5eh3WsBjf65g_Muzst7r1FeQuz54v_NQoY6qGPzpCSK Scale = 1:59.0 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 3x6 4x6 3x6 3x6 3x4 3x6 3x4 3x6 4x6 4x6 8-8-88-8-8 17-2-88-6-0 25-11-08-8-8 6-7-0 6-7-0 12-11-8 6-4-8 19-4-0 6-4-8 25-11-0 6-7-0 1-1-09-8-111-1-08.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [6: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 0.74 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.28 0.04 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-7,3-9: 2x4 SPF No.2, 1-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-6 REACTIONS. (size)10=Mechanical, 6=Mechanical Max Horz 10=-175(LC 8) Max Grav 10=1157(LC 17), 6=1157(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-424/80, 2-3=-1364/107, 3-4=-1364/107, 4-5=-424/80, 1-10=-356/74, 5-6=-356/74 BOT CHORD 9-10=-43/1227, 7-9=0/847, 6-7=0/1121 WEBS 3-7=-67/663, 4-7=-296/184, 3-9=-67/663, 2-9=-296/184, 2-10=-1125/0, 4-6=-1125/0 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 9-11-8, Exterior(2R) 9-11-8 to 15-11-8, Interior(1) 15-11-8 to 22-9-4, Exterior(2E) 22-9-4 to 25-9-4 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss T25 Truss Type Hip Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634947 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-ZqFRjCCLQPDXcVTAQbe4aSBWXNO5eUtZ1CsNorzpCSJ Scale = 1:53.0 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x4 5x6 5x8 3x4 5x12 WB3x8 3x6 3x4 3x6 5x8 5x8 11-4-811-4-8 14-6-83-2-0 25-11-011-4-8 5-9-8 5-9-8 11-4-8 5-7-0 14-6-8 3-2-0 20-1-8 5-7-0 25-11-0 5-9-8 1-1-08-6-28-8-01-1-08-6-28.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-4], [3:0-3-0,0-1-15], [4:0-2-4,0-2-12], [6:0-2-0,0-1-4], [7:Edge,0-1-12], [9:0-5-8,0-0-0], [10:0-2-0,0-1-8], [11: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 0.79 0.94 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.87 0.04 (loc) 7-8 7-8 7 l/defl >714 >354 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-11,6-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-10, 2-11, 5-7 REACTIONS. (size)11=Mechanical, 7=0-3-8 Max Horz 11=-155(LC 6) Max Grav 11=1025(LC 1), 7=1025(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-410/10, 2-3=-1072/61, 3-4=-812/79, 4-5=-1071/61, 5-6=-412/10, 1-11=-316/31, 6-7=-316/31 BOT CHORD 10-11=-49/983, 8-10=0/811, 7-8=0/983 WEBS 3-10=0/330, 4-8=-7/329, 5-8=-251/158, 2-11=-946/57, 5-7=-945/58 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-1-9, Exterior(2R) 7-1-9 to 18-9-7, Interior(1) 18-9-7 to 22-9-4, Exterior(2E) 22-9-4 to 25-9-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Half Hip Girder Qty 4 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634948 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-VDMB8uEby1TFrpdYX0hYftG1fBHk6VNsUVLUskzpCSH Scale = 1:14.9 1 2 3 4 7 6 5 8 9 4x8 3x4 4x6 3x4 2x4 3x4 1-8-01-8-0 4-0-02-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 4-0-0 2-4-0 1-2-02-3-32-5-02-3-39.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.11 0.04 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=60(LC 5) Max Uplift 5=-45(LC 5), 7=-35(LC 8) Max Grav 5=145(LC 35), 7=225(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 5 and 35 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 62 lb up at 1-8-0, and 47 lb down and 30 lb up at 2-10-12 on top chord, and 17 lb down and 11 lb up at 1-8-0, and 11 lb down and 11 lb up at 2-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Half Hip Girder Qty 4 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634948 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:40 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-VDMB8uEby1TFrpdYX0hYftG1fBHk6VNsUVLUskzpCSH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=4(F) 9=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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 2 36 Estates at Towne Meadow Job Reference (optional) I44634949 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-zPwaMEEDjKb6TzBl5jCnB5p8SbY6rvY?j941PAzpCSG Scale = 1:14.2 1 2 3 6 5 4 7 3x4 3x4 4x6 3x4 2x4 4x8 1-5-51-5-5 2-10-01-4-11 1-5-5 1-5-5 2-10-0 1-4-11 1-2-02-3-09.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.35 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 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 2-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8 Max Horz 6=50(LC 5) Max Grav 4=683(LC 2), 6=1513(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-443/0, 1-6=-343/0 BOT CHORD 5-6=0/295, 4-5=0/357 WEBS 2-5=0/794, 2-4=-606/0 NOTES-(11-12) 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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) 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 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 50 lb up at 1-5-5 on top chord, and 2023 lb down at 0-10-12, and 12 lb down and 10 lb up at 1-5-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 2 36 Estates at Towne Meadow Job Reference (optional) I44634949 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:41 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-zPwaMEEDjKb6TzBl5jCnB5p8SbY6rvY?j941PAzpCSG LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=6(F) 7=-1808(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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Common Girder Qty 1 Ply 3 36 Estates at Towne Meadow Job Reference (optional) I44634950 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-O_ci_FH60FzhKQwKmrlUpjRXeoYV273SP7Ji0VzpCSD Scale = 1:69.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13192021222324252627 28 3x6 5x6 3x6 8x10 4x8 6x8 10x10 4x6 10x10 3x6 3x6 4x6 10x10 3x6 3x6 8x10 4x8 4-6-134-6-13 8-10-34-3-5 13-1-84-3-5 17-4-134-3-5 21-8-34-3-5 26-3-04-6-13 4-6-13 4-6-13 8-10-3 4-3-5 13-1-8 4-3-5 17-4-13 4-3-5 21-8-3 4-3-5 26-3-0 4-6-13 27-3-0 1-0-0 1-2-011-0-21-2-09.00 12 Plate Offsets (X,Y)-- [1:0-7-6,0-0-8], [3:0-2-0,0-1-8], [5:0-1-12,0-1-12], [7:0-1-12,0-1-12], [9:0-2-0,0-1-8], [11:0-7-6,0-0-8], [13:0-4-8,0-1-8], [14:0-3-8,0-6-0], [15:0-5-0,0-6-0], [17:0-3-8,0-6-0], [18:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.50 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.23 0.04 (loc) 17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 604 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 9-14,9-13,3-17,3-18: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-10-10, Right 2x8 SP 2400F 2.0E 2-10-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 11=0-3-8 Max Horz 1=-189(LC 25) Max Grav 1=12632(LC 2), 11=8014(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-13760/0, 3-5=-11566/0, 5-6=-8466/0, 6-7=-8463/0, 7-9=-9839/0, 9-11=-10655/0 BOT CHORD 1-18=0/10626, 17-18=0/10626, 15-17=0/9269, 14-15=0/7871, 13-14=0/8164, 11-13=0/8164 WEBS 6-15=0/9878, 7-15=-2407/0, 7-14=0/2601, 9-14=-433/416, 9-13=-221/1070, 5-15=-5071/0, 5-17=0/5927, 3-17=-1901/0, 3-18=0/3044 NOTES-(9-10) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) This truss 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) 1916 lb down at 0-4-12, 1938 lb down at 2-4-12, 1912 lb down at 4-4-12, 1899 lb down at 6-4-12, 1958 lb down at 8-4-12, 1855 lb down at 10-4-12, 2084 lb down at 12-2-4, 1137 lb down at 14-2-4, 1005 lb down at 16-2-4, 1089 lb down at 18-2-4, and 1003 lb down at 20-2-4, and 1392 lb down and 286 lb up at 22-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Common Girder Qty 1 Ply 3 36 Estates at Towne Meadow Job Reference (optional) I44634950 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:44 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-O_ci_FH60FzhKQwKmrlUpjRXeoYV273SP7Ji0VzpCSD 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-12=-60, 1-11=-20 Concentrated Loads (lb) Vert: 16=-1724(B) 18=-1724(B) 19=-1730(B) 20=-1724(B) 21=-1724(B) 22=-1724(B) 23=-2084(B) 24=-1005(B) 25=-1005(B) 26=-1003(B) 27=-1003(B) 28=-1392(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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634951 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-oZHrcHJ_IALFBufuR_JBRM31n?Y8FS_u55XMcqzpCSA Scale = 1:82.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 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 50 51 52 53 54 5556 57 6x8 4x8 8x8 4x10 6x18 MT18HS5x8 5x8 4x6 4x6 4x6 4x6 4x6 5x8 5x8 6x8 8x8 4x10 4x6 6x18 MT18HS 4-7-84-7-8 13-9-89-2-0 22-11-89-2-0 32-1-89-2-0 41-3-89-2-0 45-11-04-7-8 -1-0-0 1-0-0 4-7-8 4-7-8 11-11-8 7-4-0 19-3-8 7-4-0 26-7-8 7-4-0 33-11-8 7-4-0 41-3-8 7-4-0 45-11-0 4-7-8 46-11-0 1-0-0 1-1-04-0-24-2-01-1-04-0-28.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-8], [4:0-4-0,0-2-14], [5:0-3-0,0-2-8], [10:0-3-0,0-2-8], [11:0-4-0,0-2-14], [13:0-3-10,0-1-4], [15:0-3-4,0-2-4], [16:0-2-12,0-2-0], [20:0-2-12 ,0-2-0], [21:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.56 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.51 -1.04 0.21 (loc) 18 18-20 13 l/defl >999 >529 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 268 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-9: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-21,5-21,10-15,11-15: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-9-14, Right 2x6 SPF No.2 2-9-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except 2-0-0 oc purlins (2-1-15 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 8-3-13 oc bracing. WEBS 1 Row at midpt 6-20, 8-16 2 Rows at 1/3 pts 5-21, 10-15 REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=-66(LC 27) Max Uplift 2=-419(LC 5), 13=-440(LC 4) Max Grav 2=2629(LC 1), 13=2664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3808/646, 4-5=-3073/549, 5-6=-6954/1260, 6-8=-8213/1482, 8-10=-6981/1273, 10-11=-3117/576, 11-13=-3862/679 BOT CHORD 2-21=-548/2995, 20-21=-1252/6437, 18-20=-1572/8065, 16-18=-1568/8073, 15-16=-1236/6468, 13-15=-515/3039 WEBS 4-21=-218/1849, 5-21=-3778/807, 5-20=-49/1135, 6-20=-1333/381, 6-18=0/368, 8-18=0/362, 8-16=-1308/372, 10-16=-44/1127, 10-15=-3763/795, 11-15=-202/1852 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 2 and 440 lb uplift at joint 13. 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 February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type Hip Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634951 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:47 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-oZHrcHJ_IALFBufuR_JBRM31n?Y8FS_u55XMcqzpCSA NOTES-(12-13) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 75 lb up at 4-7-8, 83 lb down and 73 lb up at 6-8-4, 83 lb down and 73 lb up at 8-8-4, 83 lb down and 73 lb up at 10-8-4, 83 lb down and 73 lb up at 12-8-4, 83 lb down and 73 lb up at 14-8-4, 83 lb down and 73 lb up at 16-8-4, 83 lb down and 73 lb up at 18-8-4, 83 lb down and 73 lb up at 20-8-4, 83 lb down and 73 lb up at 22-8-4, 83 lb down and 73 lb up at 24-8-4, 83 lb down and 73 lb up at 26-8-4, 83 lb down and 73 lb up at 28-8-4, 83 lb down and 73 lb up at 30-8-4, 83 lb down and 73 lb up at 32-8-4, 83 lb down and 73 lb up at 34-8-4, 83 lb down and 73 lb up at 36-8-4, 83 lb down and 73 lb up at 38-8-4, and 80 lb down and 73 lb up at 40-8-4, and 77 lb down and 75 lb up at 41-3-8 on top chord, and 117 lb down and 65 lb up at 2-0-12, 32 lb down at 4-0-12, 33 lb down at 4-8-4, 33 lb down at 6-8-4, 33 lb down at 8-8-4, 33 lb down at 10-8-4, 33 lb down at 12-8-4, 33 lb down at 14-8-4, 33 lb down at 16-8-4, 33 lb down at 18-8-4, 33 lb down at 20-8-4, 33 lb down at 22-8-4, 33 lb down at 24-8-4, 33 lb down at 26-8-4, 33 lb down at 28-8-4, 33 lb down at 30-8-4, 33 lb down at 32-8-4, 33 lb down at 34-8-4, 33 lb down at 36-8-4, 33 lb down at 38-8-4, 33 lb down at 40-8-4, 33 lb down at 41-2-12, and 32 lb down at 41-10-4, and 117 lb down and 65 lb up at 43-10-4 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-11=-60, 11-14=-60, 2-13=-20 Concentrated Loads (lb) Vert: 4=-39(B) 7=-39(B) 21=-22(B) 18=-22(B) 8=-39(B) 15=-22(B) 11=-39(B) 9=-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=-39(B) 34=-39(B) 35=-39(B) 36=-39(B) 37=-115(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) 50=-22(B) 51=-22(B) 52=-22(B) 53=-22(B) 54=-22(B) 55=-22(B) 56=-22(B) 57=-115(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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634952 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-GlrDqdKc3UT6p2E5?hqQ_ZbEXPpl_wu1KlHv9GzpCS9 Scale = 1:45.1 1 2 3 4 5 6 78 12 11 10 9 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 4x8 4x6 3x6 4x6 4x6 3x6 3x6 3x8 5x6 5x12 4x6 10-9-810-9-8 21-3-810-6-0 25-11-04-7-8 7-3-8 7-3-8 14-3-8 7-0-0 21-3-8 7-0-0 25-11-0 4-7-8 26-11-0 1-0-0 4-0-24-2-01-1-04-0-28.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-2-8,0-1-8], [5:0-3-0,0-1-15], [9:0-3-8,0-1-8], [12:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.86 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.33 0.06 (loc) 11-12 11-12 7 l/defl >999 >925 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 2-11-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-1 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. WEBS 1 Row at midpt 4-9 2 Rows at 1/3 pts 2-12 REACTIONS. (size)12=Mechanical, 7=0-3-8 Max Horz 12=-98(LC 25) Max Uplift 12=-266(LC 4), 7=-226(LC 9) Max Grav 12=1412(LC 1), 7=1520(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2519/384, 4-5=-1582/268, 5-7=-2008/309 BOT CHORD 11-12=-464/2094, 9-11=-521/2597, 7-9=-218/1549 WEBS 2-12=-2282/507, 2-11=0/760, 4-9=-1185/343, 5-9=-4/789 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 266 lb uplift at joint 12 and 226 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 73 lb up at 1-9-12, 83 lb down and 73 lb up at 3-9-12, 83 lb down and 73 lb up at 5-9-12, 83 lb down and 73 lb up at 7-9-12, 83 lb down and 73 lb up at 9-9-12, 83 lb down and 73 lb up at 11-9-12, 83 lb down and 73 lb up at 13-9-12, 83 lb down and 73 lb up at 15-9-12, 83 lb down and 73 lb up at 17-9-12, and 83 lb down and 73 lb up at 19-9-12, and 77 lb down and 75 lb up at 21-3-8 on top chord, and 33 lb down at 1-9-12, 33 lb down at 3-9-12, 33 lb down at 5-9-12, 33 lb down at 7-9-12, 33 lb down at 9-9-12, 33 lb down at 11-9-12, 33 lb down at 13-9-12, 33 lb down at 15-9-12, 33 lb down at 17-9-12, 33 lb down at 19-9-12, 33 lb down at 21-2-12, and 32 lb down at 21-10-4, and 117 lb down and 65 lb up at 23-10-4 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). Continued on page 2 February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634952 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:48 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-GlrDqdKc3UT6p2E5?hqQ_ZbEXPpl_wu1KlHv9GzpCS9 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-8=-60, 7-12=-20 Concentrated Loads (lb) Vert: 3=-39(F) 10=-22(F) 9=-22(F) 5=-39(F) 13=-39(F) 14=-39(F) 15=-39(F) 16=-39(F) 17=-39(F) 18=-39(F) 19=-39(F) 20=-39(F) 21=-39(F) 22=-22(F) 23=-22(F) 24=-22(F) 25=-22(F) 26=-22(F) 27=-22(F) 28=-22(F) 29=-22(F) 30=-22(F) 31=-22(F) 32=-115(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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type Piggyback Base Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634953 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-D8zzFJLsb5kq2LNT76su3_gaBDWNSthKn3m0D9zpCS7 Scale = 1:89.0 12 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 162526272829 8x14 MT18HS 5x16 MT18HS 5x6 5x8 5x12 6x18 MT18HS 8x10 4x6 4x6 2x4 5x6 4x6 3x6 4x8 3x6 4x8 5x6 4x6 2x4 5x12 4x6 4x6 4x8 3-3-123-3-12 5-3-122-0-0 11-10-26-6-6 18-4-86-6-6 27-6-89-2-0 33-10-136-4-5 37-10-134-0-0 47-11-010-0-3 -1-0-0 1-0-0 3-3-12 3-3-12 5-3-12 2-0-0 11-10-2 6-6-6 18-4-8 6-6-6 22-11-8 4-7-0 27-6-8 4-7-0 33-10-13 6-4-5 37-10-13 4-0-0 42-9-3 4-10-6 47-11-0 5-1-14 48-11-0 1-0-0 1-1-03-1-107-7-412-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-3-8,Edge], [5:0-8-0,0-1-15], [7:0-3-12,0-2-0], [9:0-5-8,0-1-12], [10:0-6-0,0-1-15], [11:0-11-8,0-3-4], [18:0-4-0,0-0-8], [23:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.79 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.44 0.11 (loc) 19-20 19-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 301 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,7-9,10-11: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 18-21: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-23,6-20,7-20,8-20,8-19,9-19,10-19: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-1-11, Right 2x6 SPF No.2 3-2-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except 2-0-0 oc purlins (2-8-10 max.): 4-5, 7-9, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-22, 6-20, 8-20, 8-19, 10-19, 10-17 REACTIONS. (size)2=0-3-8, 14=0-3-8 Max Horz 2=-208(LC 32) Max Grav 2=2802(LC 2), 14=2197(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3357/0, 4-5=-3848/0, 5-6=-3488/0, 6-7=-2743/0, 7-8=-2209/32, 8-9=-2261/44, 9-10=-2799/3, 10-11=-2964/6, 11-12=-2891/5, 12-14=-3040/14 BOT CHORD 2-24=0/2660, 23-24=0/2669, 22-23=0/3935, 20-22=0/2836, 19-20=0/2274, 17-19=0/2983, 16-17=0/2391, 14-16=0/2359 WEBS 4-23=0/2225, 5-23=-1697/27, 5-22=-1208/0, 6-22=0/754, 6-20=-988/116, 7-20=0/1202, 8-20=-378/147, 8-19=-276/131, 9-19=0/1230, 10-19=-1111/123, 10-17=-946/12, 11-17=0/1226, 11-16=0/268 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 648 lb down at 1-10-8 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type Piggyback Base Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634953 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:50 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-D8zzFJLsb5kq2LNT76su3_gaBDWNSthKn3m0D9zpCS7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 9-10=-60, 10-11=-60, 11-15=-60, 2-14=-20 Concentrated Loads (lb) Vert: 25=-612(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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634954 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-9X5kf_N77j_YHfXsEXvM8Pmtk0BOwicdFNF7I1zpCS5 Scale = 1:89.6 12 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 162526272829 30 5x8 5x12 5x8 5x6 6x18 MT18HS 5x10 MT18HS 5x12 4x6 4x6 4x6 5x8 2x4 2x4 4x8 3x6 4x8 3x8 4x10 2x4 5x8 8x10 4x8 4x6 10-0-1210-0-12 12-0-122-0-0 18-4-86-3-12 27-6-89-2-0 34-1-36-6-10 40-7-136-6-10 44-7-134-0-0 47-11-03-3-3 -1-0-0 1-0-0 5-2-2 5-2-2 10-0-12 4-10-10 12-0-12 2-0-0 18-4-8 6-3-12 22-11-8 4-7-0 27-6-8 4-7-0 34-1-3 6-6-10 40-7-13 6-6-10 44-7-13 4-0-0 47-11-0 3-3-3 48-11-0 1-0-0 1-1-07-7-103-1-412-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [6:0-6-0,0-1-15], [7:0-5-8,0-1-12], [9:0-3-12,0-2-0], [10:0-3-0,0-1-8], [11:0-9-0,0-1-15], [12:0-5-0,0-0-14], [16:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.82 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.52 0.13 (loc) 20-21 20-21 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 302 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,7-9,11-12: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 19-22: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-21,7-21,8-21,8-20,9-20,10-20,12-16: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-2-4, Right 2x6 SPF No.2 1-11-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except 2-0-0 oc purlins (3-1-2 max.): 5-6, 7-9, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-24, 6-21, 8-21, 8-20, 10-20, 11-18, 11-16 REACTIONS. (size)2=0-3-8, 14=0-3-8 Max Horz 2=-210(LC 4) Max Grav 2=2229(LC 2), 14=2777(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3096/0, 4-5=-2948/0, 5-6=-2412/9, 6-7=-2774/0, 7-8=-2230/33, 8-9=-2332/30, 9-10=-2890/0, 10-11=-3960/0, 11-12=-2827/0, 12-14=-3681/0 BOT CHORD 2-24=-46/2468, 23-24=0/2759, 21-23=0/2759, 20-21=0/2320, 18-20=0/3217, 17-18=0/5416, 16-17=0/5429, 14-16=0/2935 WEBS 5-24=0/1432, 6-24=-1233/0, 6-21=-862/127, 7-21=0/1230, 8-21=-437/116, 9-20=0/1283, 10-20=-1360/101, 10-18=0/1220, 11-18=-2390/0, 11-17=0/268, 11-16=-3138/0, 12-16=0/2080 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss 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) 591 lb down at 44-0-8, and 81 lb down and 60 lb up at 45-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634954 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:52 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-9X5kf_N77j_YHfXsEXvM8Pmtk0BOwicdFNF7I1zpCS5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-7=-60, 7-9=-60, 9-11=-60, 11-12=-60, 12-15=-60, 2-14=-20 Concentrated Loads (lb) Vert: 29=-563(F) 30=-77(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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634955 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5vDU4gPNfKEGXzhFMyxqDqrD9qvFOcgwihkDMwzpCS3 Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 29 30 315x8 4x6 4x6 5x8 8x8 4x8 5x10 MT18HS 4x6 2x4 6x16 4x6 2x4 4x8 4x10 5x6 5x8 6x8 8x8 4x10 5x10 MT18HS 6-7-86-7-8 12-11-86-4-0 21-3-88-4-0 27-4-16-0-9 33-2-155-10-13 39-3-86-0-9 43-11-04-7-8 6-7-8 6-7-8 12-11-8 6-4-0 21-3-8 8-4-0 27-4-1 6-0-9 33-2-15 5-10-13 39-3-8 6-0-9 43-11-0 4-7-8 44-11-0 1-0-0 1-1-04-0-29-8-111-1-04-0-28.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-0-4], [5:0-4-4,0-4-0], [6:0-2-0,0-2-4], [8:0-2-0,0-2-0], [9:0-4-0,0-2-14], [11:0-4-2,0-0-12], [13:0-3-8,0-2-8], [14:0-3-8,0-2-0], [19:0-5-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.66 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.94 0.17 (loc) 16-17 16-17 11 l/defl >999 >559 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 269 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-20,3-19: 2x4 SPF-S Stud, 5-19: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 3-11-3, Right 2x4 SPF-S Stud 2-9-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except 2-0-0 oc purlins (2-1-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-13 2 Rows at 1/3 pts 5-19 REACTIONS. (size)1=Mechanical, 11=0-3-8 Max Horz 1=-166(LC 27) Max Uplift 11=-221(LC 9) Max Grav 1=2104(LC 1), 11=2614(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3141/33, 3-4=-2791/116, 4-5=-2869/74, 5-6=-7431/157, 6-8=-5903/395, 8-9=-3022/269, 9-11=-3751/294 BOT CHORD 1-20=-16/2424, 19-20=-16/2424, 17-19=-57/7415, 16-17=-163/7650, 14-16=-163/7650, 13-14=-294/5903, 11-13=-167/2943 WEBS 3-19=-308/190, 4-19=0/2545, 5-19=-5604/219, 5-17=-81/457, 6-17=-609/460, 6-16=0/698, 6-14=-2038/0, 8-14=0/1176, 8-13=-3366/148, 9-13=-3/1874 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 65 lb up at 25-11-12, 83 lb down and 73 lb up at 27-2-12, 83 lb down and 73 lb up at 29-2-12, 83 lb down and 73 lb up at 31-2-12, 83 lb down and 73 lb up at 33-2-12, 83 lb down and 73 lb up at 35-2-12, and 83 lb down and 73 lb up at 37-2-12, and 83 lb down and 75 lb up at 39-3-8 on top chord, and 588 lb down at 25-11-12, 33 lb down at 27-2-12, 33 lb down at 29-2-12, 33 lb down at 31-2-12, 33 lb down at 33-2-12, 33 lb down at 35-2-12, 33 lb down at 37-2-12, 33 lb down at 39-2-12, and 32 lb down at 39-10-4, and 117 lb down and 65 lb up at 41-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634955 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:54 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5vDU4gPNfKEGXzhFMyxqDqrD9qvFOcgwihkDMwzpCS3 NOTES-(13-14) 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-9=-60, 9-12=-60, 1-11=-20 Concentrated Loads (lb) Vert: 7=-39(F) 16=-22(F) 14=-22(F) 6=-39(F) 8=-39(F) 13=-22(F) 9=-39(F) 21=-54(F) 22=-39(F) 23=-39(F) 24=-39(F) 25=-526(F) 26=-22(F) 27=-22(F) 28=-22(F) 29=-22(F) 30=-22(F) 31=-115(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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634956 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Z6msI0P?QeM787GRvfS3m2OchEPX7H83xLTnuMzpCS2 Scale = 1:15.1 1 2 3 6 5 4 3x4 4x8 3x4 4x6 3x4 2x4 1-8-01-8-0 2-9-81-1-8 1-8-0 1-8-0 2-9-8 1-1-8 1-2-02-3-32-5-02-3-39.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.06 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 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 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=0-3-8 Max Horz 6=50(LC 5) Max Uplift 4=-40(LC 5), 6=-10(LC 8) Max Grav 4=108(LC 35), 6=110(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 4 and 10 lb uplift at joint 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 62 lb up at 1-8-0 on top chord, and 19 lb down and 11 lb up at 1-8-0 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Continued on page 2 February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634956 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:56 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-1IKEVMQdBxU_mGrdTNzIIFwnRelmskODA?DKRozpCS1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=4(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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss V01 Truss Type GABLE Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634957 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-WUudjiRFyFcqOQQp14UXrTTwA13wb90MOfyuzFzpCS0 Scale = 1:55.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 183x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-6-220-6-2 11-6-2 11-6-2 20-6-2 9-0-0 0-0-48-7-101-10-109.00 12 Plate Offsets (X,Y)-- [8: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-SH 0.19 0.15 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-13: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 20-6-2. (lb) - Max Horz 1=164(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 12, 14, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 11=443(LC 20), 12=439(LC 17), 14=370(LC 17), 10=445(LC 18), 9=331(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-268/138, 5-10=-272/139 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-5-4 to 3-6-2, Interior(1) 3-6-2 to 8-6-2, Exterior(2R) 8-6-2 to 14-6-2, Interior(1) 14-6-2 to 17-4-14, Exterior(2E) 17-4-14 to 20-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 12, 14, 10, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss V02 Truss Type GABLE Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634958 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-_gS?w2SujZkh?a?0bo?mOg03wRLeKcaVdJiRVhzpCS? Scale = 1:47.1 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 3x6 18-8-1318-8-13 9-8-13 9-8-13 18-8-13 9-0-0 0-0-47-3-100-6-109.00 12 Plate Offsets (X,Y)-- [5:0-0-2,0-0-3], [5:0-0-4,0-2-9], [5:Edge,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.38 0.16 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: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Right: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-8-13. (lb) - Max Horz 1=-126(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 9=-117(LC 10), 6=-118(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=319(LC 20), 9=586(LC 17), 6=561(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-364/169, 4-6=-347/168 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 6-8-13, Exterior(2R) 6-8-13 to 12-8-13, Interior(1) 12-8-13 to 15-8-13, Exterior(2E) 15-8-13 to 18-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 9 and 118 lb uplift at joint 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss V03 Truss Type Valley Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634959 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:31:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-St0N8NSWUssYdkaC8VX?wuYEerkm33MfszR_17zpCS_ Scale = 1:37.7 1 2 3 4 5 8 7 6 9 10 11 123x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 15-10-1015-10-10 15-10-150-0-5 7-11-7 7-11-7 15-10-15 7-11-7 0-0-45-11-100-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.13 0.13 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: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-10-4. (lb) - Max Horz 1=-102(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=335(LC 17), 6=438(LC 18), 8=439(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-263/134, 2-8=-263/134 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-5-1 to 3-5-1, Interior(1) 3-5-1 to 4-11-7, Exterior(2R) 4-11-7 to 10-11-7, Interior(1) 10-11-7 to 12-5-14, Exterior(2E) 12-5-14 to 15-5-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss V04 Truss Type GABLE Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634960 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:32:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-w3alLjT8EA_PFu8OiC2ET55PLF5OoXOo5dBYZazpCRz Scale = 1:29.4 1 2 3 4 5 8 7 6 9 10 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 12-4-412-4-4 6-2-2 6-2-2 12-4-4 6-2-2 0-0-44-7-100-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.10 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-4. (lb) - Max Horz 1=-78(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=253(LC 1), 8=298(LC 17), 6=298(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 8-11-3, Exterior(2E) 8-11-3 to 11-11-3 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss V05 Truss Type GABLE Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634961 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:32:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-w3alLjT8EA_PFu8OiC2ET55LRF2goYpo5dBYZazpCRz Scale = 1:22.1 1 2 3 4 5 6 3x4 3x4 3x4 2x4 8-9-108-9-10 4-4-13 4-4-13 8-9-10 4-4-13 0-0-43-3-100-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.57 0.28 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-9-10, 3=8-9-10, 4=8-9-10 Max Horz 1=-55(LC 6) Max Uplift 1=-15(LC 10), 3=-22(LC 11) Max Grav 1=181(LC 1), 3=181(LC 1), 4=293(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 5-5-14, Exterior(2E) 5-5-14 to 8-5-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss V06 Truss Type Valley Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634962 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:32:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-sShWmPVOmnE7UBInqd4iYWAoa2n_GSy5YxgfdSzpCRx Scale = 1:10.6 1 2 3 4 5 6 3x4 3x4 3x4 3x4 2x4 2x4 5-2-105-2-10 5-2-150-0-5 1-10-7 1-10-7 3-4-8 1-6-2 5-2-15 1-10-7 0-0-41-4-130-0-41-4-139.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.10 0.01 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins, except 2-0-0 oc purlins: 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-2-4, 5=5-2-4, 6=5-2-4 Max Horz 1=-21(LC 6) Max Uplift 1=-12(LC 10), 5=-13(LC 11) Max Grav 1=123(LC 1), 5=123(LC 1), 6=138(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 1-10-7, Exterior(2R) 1-10-7 to 3-4-8, Exterior(2E) 3-4-8 to 4-11-3 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 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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 Component available 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 36_ESTATES_AT_TOWNE_~W Truss V07 Truss Type Valley Qty 1 Ply 1 36 Estates at Towne Meadow Job Reference (optional) I44634963 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Feb 2 10:32:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-KeFuzlW0X5M_6LtzNLbx4kjzzS8j?vNEnaPCAuzpCRw Scale = 1:11.4 1 2 3 3x4 3x4 3x4 2-3-5 2-3-5 0-0-41-8-89.00 12 Plate Offsets (X,Y)-- [2:0-2-12,Edge], [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-2-15, 3=2-2-15 Max Horz 1=38(LC 7) Max Uplift 3=-11(LC 10) Max Grav 1=74(LC 1), 3=79(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 2,2021 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