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HomeMy WebLinkAboutI42188403.6_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). July 28,2020 Liu, Xuegang Pages or sheets covered by this seal: I42188403 thru I42188485 My license renewal date for the state of Indiana is July 31, 2022. 6_Estates_at_Towne_Meadow 6 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 6_ESTATES_AT_TOWNE_M~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188403 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:35:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-p5ipXeW44am72QJYuk1YAmzQK_qKOlL74isM9rytq?J Scale = 1:69.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 18 17 15 14 13 12 11 10 9 8 43 44 16 4x6 3x8 3x8 3x4 3x4 3x4 4x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-1-89-1-8 10-2-81-1-0 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 1-3-09-9-11-3-010.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-2-0], [18:0-2-12,0-2-0], [19:0-1-9,0-1-0], [22:0-1-9,0-1-0], [25:0-1-9,0-1-0], [35:0-1-9,0-1-0], [37:0-1-9,0-1-0], [39:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.56 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.30 0.01 (loc) 16-18 16-18 8 l/defl >733 >367 n/a L/d 240 180 n/a PLATES MT20 Weight: 362 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,6-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15 REACTIONS.All bearings 11-3-8 except (jt=length) 18=0-3-8, 16=0-3-8. (lb) - Max Horz 18=-194(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 8 except 15=-267(LC 10) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11, 10, 9 except 15=388(LC 1), 18=450(LC 23), 8=399(LC 24), 16=643(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/92, 2-18=-308/94, 6-8=-265/121 BOT CHORD 16-18=-89/250, 15-16=-89/250 WEBS 4-15=-267/0, 5-15=-258/164, 3-15=-270/161 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) 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 8 except (jt=lb) 15=267. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188404 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:35:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-HHGBl_XirtvzfZulSRYni_Vg0OIX7HRGJMbvhHytq?I Scale = 1:22.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 10-0-8 10-0-8 0-8-53-7-73.50 12 Plate Offsets (X,Y)-- [9:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 8-9: 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-0-8. (lb) - Max Horz 15=102(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 15, 9, 10, 11, 12, 13, 14 Max Grav All reactions 250 lb or less at joint(s) 15, 9, 10, 11, 12, 13, 14 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 and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 6-11-4, Corner(3E) 6-11-4 to 9-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9, 10, 11, 12, 13, 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) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188405 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:35:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-lUpayJYKcB1qHjTx?940FB2q9oensgtQX0LTDkytq?H Scale = 1:44.4 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 25 26 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-013-11-0 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-3-07-0-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.05 0.28 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: 186 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 24=-146(LC 8) 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. TOP CHORD 6-7=-108/252, 7-8=-108/252 WEBS 7-19=-257/72 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 Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-11-8, Corner(3R) 3-11-8 to 9-11-8, Exterior(2N) 9-11-8 to 11-11-0, Corner(3E) 11-11-0 to 14-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188406 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:35:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-hsxKN?Za7oHYW1cJ7a6UKc7BkbK9Ka1i?KqaIcytq?F Scale: 1/4"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-9-014-9-0 -1-0-0 1-0-0 7-4-8 7-4-8 14-9-0 7-4-8 15-9-0 1-0-0 1-3-07-4-121-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 205 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-9-0. (lb) - Max Horz 28=-152(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-153(LC 6), 16=-127(LC 7), 27=-154(LC 7), 17=-135(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-22=-250/69 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 Corner(3E) -1-0-0 to 2-0-8, Exterior(2N) 2-0-8 to 4-4-8, Corner(3R) 4-4-8 to 10-4-8, Exterior(2N) 10-4-8 to 12-8-8, Corner(3E) 12-8-8 to 15-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=153, 16=127, 27=154, 17=135. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss GE05 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188407 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:35:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-93ViaLaDu6PP8BBWhHdjtqgMZ?fQ35GsD_Z7q3ytq?E Scale = 1:15.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 6-0-0 6-0-0 0-8-52-5-53.50 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-0-0. (lb) - Max Horz 9=67(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 2-10-12, Corner(3E) 2-10-12 to 5-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss GE06 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188408 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dF34ohbrfQXGmLmiE?8yP1DW6P?voXM?SeJgMVytq?D Scale = 1:35.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-5-09-5-0 -1-0-0 1-0-0 4-8-8 4-8-8 9-5-0 4-8-8 10-5-0 1-0-0 1-3-05-2-11-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.04 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 106 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 20=112(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 19, 15, 14, 13 except 20=-103(LC 6) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 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 Corner(3E) -1-0-0 to 2-0-8, Corner(3R) 2-0-8 to 7-4-8, Corner(3E) 7-4-8 to 10-5-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 19, 15, 14, 13 except (jt=lb) 20=103. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J01 Truss Type JACK-OPEN Qty 4 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188409 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dF34ohbrfQXGmLmiE?8yP1DXvP_VoYD?SeJgMVytq?D Scale = 1:11.3 1 2 3 4 5 3x6 3x4 2-9-82-9-8 -1-0-0 1-0-0 2-9-8 2-9-8 0-9-01-8-31-4-01-8-34.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] 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 0.08 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-5 2-5 4 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 SLIDER Left 2x4 SPF-S Stud 1-6-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-0, 5=Mechanical Max Horz 2=35(LC 10) Max Uplift 4=-29(LC 10), 2=-26(LC 6) Max Grav 4=71(LC 1), 2=180(LC 1), 5=55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J02 Truss Type JACK-OPEN Qty 2 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188410 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-5RdT?1cTQjf7NULuoifByFlibpLpX?T9hI2Evxytq?C Scale = 1:9.8 1 2 3 4 5 3x6 3x4 2-8-82-8-8 -1-3-9 1-3-9 2-8-8 2-8-8 0-9-01-4-112.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-5 2-5 4 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 SLIDER Left 2x4 SPF-S Stud 1-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=27(LC 10) Max Uplift 4=-23(LC 10), 2=-40(LC 6) Max Grav 4=60(LC 1), 2=203(LC 1), 5=53(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J03 Truss Type JACK-OPEN Qty 2 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188411 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-aeBrDNd5B1n_?ew5MPAQVSIuuDhWGSjIwyonRNytq?B Scale = 1:9.9 1 2 3 4 5 3x6 3x4 1-11-81-11-8 -1-0-0 1-0-0 1-11-8 1-11-8 0-9-01-4-131-0-101-4-134.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] 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 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-5 4 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 SLIDER Left 2x4 SPF-S Stud 1-6-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-0, 5=Mechanical Max Horz 2=28(LC 10) Max Uplift 4=-21(LC 10), 2=-27(LC 6) Max Grav 4=43(LC 1), 2=153(LC 1), 5=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J04 Truss Type JACK-OPEN Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188412 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-aeBrDNd5B1n_?ew5MPAQVSIt6DgoGSjIwyonRNytq?B Scale = 1:11.6 1 2 3 4 5 3x6 3x4 3-0-03-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-9-01-9-01-4-131-9-04.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] 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 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=37(LC 10) Max Uplift 4=-31(LC 10), 2=-26(LC 6) Max Grav 4=78(LC 1), 2=188(LC 1), 5=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188413 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-2qlDQjdjyLvrdoVHw7if1gq2Gc1c?vHS8cXKzqytq?A Scale = 1:18.9 1 2 5 4 3 3x4 3x4 3x4 2-3-82-3-8 -1-0-0 1-0-0 2-3-8 2-3-8 1-3-03-1-150-5-132-8-23-1-1510.00 12 Plate Offsets (X,Y)-- [4: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-P 0.08 0.04 0.04 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=62(LC 10) Max Uplift 3=-52(LC 10), 4=-4(LC 10) Max Grav 5=169(LC 1), 3=85(LC 1), 4=87(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 57 lb up at 2-2-12 on top chord, and 43 lb down at 2-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-39(B) 4=-22(B) July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J06 Truss Type JACK-OPEN Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188414 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-W0Ibe3eLje1iFy4TTqDuatNCX0N1kMobNGHuWGytq?9 Scale = 1:14.4 1 2 5 4 3 3x4 3x4 3x4 1-11-121-11-12 -1-7-3 1-7-3 1-11-12 1-11-12 1-3-02-3-61-10-102-3-66.25 12 Plate Offsets (X,Y)-- [4: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-P 0.17 0.03 0.03 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=42(LC 7) Max Uplift 5=-8(LC 10), 3=-8(LC 10), 4=-12(LC 10) Max Grav 5=224(LC 1), 3=11(LC 17), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J07 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188415 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-W0Ibe3eLje1iFy4TTqDuatNCm09dkMybNGHuWGytq?9 Scale = 1:22.6 1 2 4 35 3x4 3x4 3x4 3x4 3-2-03-2-0 3-2-0 3-2-0 1-3-03-10-1110.00 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-P 0.16 0.95 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 -0.00 (loc) 3-4 3-4 3 l/defl >839 >411 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 7-2-4 oc bracing. REACTIONS. (size)4=0-5-8, 3=Mechanical Max Horz 4=94(LC 5) Max Grav 4=692(LC 1), 3=470(LC 1) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 925 lb down at 1-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). 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=-925(F) July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J08 Truss Type JACK-OPEN Qty 17 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188416 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-_DszrOfzUy9Zs6fg1Yk765wNJQiNTphkcw0R2iytq?8 Scale = 1:22.6 1 2 5 4 3 3x4 3x4 3x4 3-2-03-2-0 -1-0-0 1-0-0 3-2-0 3-2-0 1-3-03-10-110-5-133-4-143-10-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=82(LC 10) Max Uplift 3=-47(LC 10), 4=-10(LC 10) Max Grav 5=199(LC 1), 3=82(LC 17), 4=61(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188417 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-SPQM2kgcFGHQUGEsbFFMfISYNq2SCGSuqam?a9ytq?7 Scale = 1:14.4 1 2 3 5 4 3x4 10x10 5x6 0-2-130-2-13 2-3-152-1-2 -1-3-6 1-3-6 2-3-15 2-3-15 1-0-132-3-60-4-121-10-102-3-66.25 12 Plate Offsets (X,Y)-- [2:0-1-13,0-0-15], [3:0-2-1,Edge], [4:Edge,0-2-8], [5:0-1-15,0-0-0], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.03 0.02 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 1-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical, 2=0-5-10 Max Horz 2=53(LC 7) Max Uplift 3=-28(LC 7), 2=-12(LC 10) Max Grav 4=39(LC 3), 3=48(LC 17), 2=188(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J10 Truss Type JACK-OPEN Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188418 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-SPQM2kgcFGHQUGEsbFFMfISYbq2YCGFuqam?a9ytq?7 Scale = 1:14.7 1 2 5 4 3 3x4 3x4 3x4 1-10-81-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 1-1-02-4-08.00 12 Plate Offsets (X,Y)-- [4: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-P 0.07 0.03 0.03 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=42(LC 10) Max Uplift 3=-17(LC 10), 4=-11(LC 10) Max Grav 5=158(LC 1), 3=34(LC 17), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J11 Truss Type JACK-OPEN Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188419 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-wb_kG4gE0ZPG6Po29zmbCW?imENSxjU13DVY6bytq?6 Scale = 1:18.5 1 2 5 4 3 3x4 3x4 3x4 3-6-83-6-8 -1-7-3 1-7-3 3-6-8 3-6-8 1-3-03-1-20-4-122-8-63-1-26.25 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 0.17 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-14, 3=Mechanical, 4=Mechanical Max Horz 5=61(LC 10) Max Uplift 5=-3(LC 10), 3=-32(LC 10) Max Grav 5=264(LC 1), 3=75(LC 1), 4=69(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J12 Truss Type JACK-OPEN Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188420 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-OnY6TQhsntX7jZNEigHqkjYu4dk_gAlBItF5f1ytq?5 Scale = 1:14.9 1 2 5 4 3 3x4 3x4 3x4 1-11-01-11-0 -1-0-0 1-0-0 1-11-0 1-11-0 1-1-02-4-51-11-22-4-58.00 12 Plate Offsets (X,Y)-- [4: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-P 0.07 0.03 0.03 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=43(LC 10) Max Uplift 3=-18(LC 10), 4=-11(LC 10) Max Grav 5=159(LC 1), 3=36(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J13 Truss Type JACK-CLOSED Qty 18 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188421 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-OnY6TQhsntX7jZNEigHqkjYrhdicgAaBItF5f1ytq?5 Scale = 1:28.1 1 2 3 5 4 3x4 3x4 3x4 3x4 4-6-04-6-0 -1-0-0 1-0-0 4-6-0 4-6-0 1-3-05-0-010.00 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 0.29 0.18 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=135(LC 7) Max Uplift 4=-51(LC 7) Max Grav 5=246(LC 1), 4=191(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J14 Truss Type HALF HIP Qty 2 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188422 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-s_6UhmiUYBf_LjyRGOp3Hx42f14pPdpKXX_fBUytq?4 Scale = 1:21.3 1 2 3 4 7 6 5 8 3x4 3x4 3x4 3x4 4x6 3x4 2-11-02-11-0 4-6-01-7-0 -1-0-0 1-0-0 2-11-0 2-11-0 4-6-0 1-7-0 1-3-03-8-310.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=103(LC 7) Max Uplift 5=-36(LC 7), 7=-3(LC 10) Max Grav 5=161(LC 1), 7=248(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-11-0, Exterior(2E) 2-11-0 to 4-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188423 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-LAgsu6j6JUnrztXdq5KIp8dD0RQR84IUlBkCjwytq?3 Scale = 1:14.4 1 2 5 4 3 3x4 3x4 3x4 1-11-71-11-7 -1-7-3 1-7-3 1-11-7 1-11-7 1-3-02-3-36.25 12 Plate Offsets (X,Y)-- [4: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-P 0.17 0.03 0.03 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-14, 3=Mechanical, 4=Mechanical Max Horz 5=42(LC 7) Max Uplift 5=-8(LC 10), 3=-7(LC 10), 4=-12(LC 10) Max Grav 5=223(LC 1), 3=10(LC 6), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J16 Truss Type JACK-OPEN Qty 2 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188424 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-LAgsu6j6JUnrztXdq5KIp8dFtRQP84iUlBkCjwytq?3 Scale = 1:14.8 1 2 3 4 53x12 5x6 1-10-121-10-12 -1-0-0 1-0-0 1-10-12 1-10-12 1-1-02-4-31-10-152-4-38.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 1-9-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=54(LC 10) Max Uplift 4=-42(LC 10) Max Grav 4=48(LC 17), 2=151(LC 1), 5=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss J17 Truss Type JACK-OPEN Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188425 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-pMDF6Skk4owia16pOorXMMAOmrmetWYd_rTmFMytq?2 Scale = 1:14.5 1 2 5 4 3 3x4 3x4 3x4 2-0-12-0-1 -1-7-3 1-7-3 2-0-1 2-0-1 1-3-02-3-81-10-132-3-86.25 12 Plate Offsets (X,Y)-- [4: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-P 0.17 0.03 0.03 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=42(LC 7) Max Uplift 5=-9(LC 10), 3=-7(LC 10), 4=-11(LC 10) Max Grav 5=224(LC 1), 3=10(LC 6), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188426 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-pMDF6Skk4owia16pOorXMMAIurhdtWyd_rTmFMytq?2 Scale = 1:17.3 1 2 3 4 5 6 3x4 3x4 3x6 3x4 3x4 5-11-85-11-8 -1-0-0 1-0-0 5-11-8 5-11-8 0-9-02-8-134.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.00 (loc) 2-5 2-5 5 l/defl >997 >499 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-0-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=72(LC 7) Max Uplift 5=-18(LC 10), 2=-33(LC 6) Max Grav 5=229(LC 1), 2=299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-4, Exterior(2E) 2-10-4 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss M02 Truss Type MONOPITCH Qty 10 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188427 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-HZndJokMq52ZCBh0xWMmvZiV6FwvcudmDVDJooytq?1 Scale = 1:24.8 1 2 3 4 5 6 7 8 3x4 4x6 5x8 3x4 2x4 9-11-89-11-8 -1-0-0 1-0-0 4-11-12 4-11-12 9-11-8 4-11-12 0-9-04-0-134.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.73 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.48 0.01 (loc) 2-6 2-6 6 l/defl >495 >247 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-0 Max Horz 2=112(LC 7) Max Uplift 6=-29(LC 10), 2=-37(LC 6) Max Grav 6=391(LC 1), 2=457(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-544/170 BOT CHORD 2-6=-156/480 WEBS 4-6=-494/223 NOTES-(6-7) 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-4, Exterior(2E) 6-10-4 to 9-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss M03 Truss Type MONOPITCH Qty 6 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188428 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-llL?W7l?bPAQqKGCVDt?RnFhSeMJLEMwR9ysKFytq?0 Scale = 1:25.0 1 2 3 4 5 7 6 8 9 3x4 3x4 3x6 3x4 3x4 3x4 2x4 6-0-06-0-0 12-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 0-8-54-2-53.50 12 Plate Offsets (X,Y)-- [2:0-4-3,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.34 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-1-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8 Max Horz 2=114(LC 7) Max Uplift 6=-32(LC 10), 2=-42(LC 6) Max Grav 6=473(LC 1), 2=538(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-852/125 BOT CHORD 2-7=-113/761, 6-7=-113/761 WEBS 4-7=0/262, 4-6=-793/169 NOTES-(6-7) 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-10-12, Exterior(2E) 8-10-12 to 11-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss M04 Truss Type MONOPITCH Qty 6 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188429 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-DxvNkTmdMjIHRUrO3xOE__op02iF4th3gpiQshytq?? Scale = 1:15.6 1 2 3 4 5 6 3x4 3x4 3x6 3x4 3x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-8-52-5-53.50 12 Plate Offsets (X,Y)-- [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.00 (loc) 2-5 2-5 5 l/defl >976 >488 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-0-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=62(LC 7) Max Uplift 5=-16(LC 10), 2=-34(LC 6) Max Grav 5=231(LC 1), 2=301(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-12, Exterior(2E) 2-10-12 to 5-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss PB03 Truss Type Piggyback Qty 7 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188430 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-h8TlxpnF70Q83eQbdevTWCK3KS6BpKRDvTRzO7ytq?_ Scale = 1:20.2 2 3 4 6 1 7 8 5 4x6 3x4 3x4 2x4 9-2-09-2-0 4-7-0 4-7-0 9-2-0 4-7-0 3-0-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 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 Structural wood sheathing 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=-219(LC 17), 5=-198(LC 18), 2=-145(LC 10), 4=-132(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=428(LC 17), 4=420(LC 1) 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 Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 5-10-11, Corner(3E) 5-10-11 to 8-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 1, 198 lb uplift at joint 5, 145 lb uplift at joint 2 and 132 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss PB04 Truss Type Piggyback Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188431 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-9K1899ntuKY?ho_nAMRi3PtE4sSQYnhM87BXwaytq_z Scale = 1:20.2 2 3 4 6 1 7 8 5 4x6 3x4 3x4 2x4 9-2-09-2-0 4-7-0 4-7-0 9-2-0 4-7-0 3-0-110-1-40-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-2-0. (lb) - Max Horz 1=51(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 1=-219(LC 17), 5=-198(LC 18), 2=-145(LC 10), 4=-132(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=428(LC 17), 4=420(LC 1) 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 Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 5-10-11, Corner(3E) 5-10-11 to 8-10-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 1, 198 lb uplift at joint 5, 145 lb uplift at joint 2 and 132 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T01 Truss Type COMMON Qty 4 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188432 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-dWbWMVoVfegsIyZzk3yxcdQL9Gd2H2LVMnw4S0ytq_y Scale = 1:57.5 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x8 MT18HS 3x8 3x4 3x4 3x6 4x6 4x6 3x6 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 1-3-09-9-11-3-010.00 12 Plate Offsets (X,Y)-- [8:Edge,0-2-0], [11:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.80 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.02 (loc) 8-9 8-9 8 l/defl >999 >589 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 89 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=-194(LC 8) Max Grav 11=874(LC 1), 8=874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/85, 3-4=-699/89, 4-5=-699/89, 5-6=-306/85, 2-11=-346/90, 6-8=-346/89 BOT CHORD 9-11=-36/619, 8-9=0/579 WEBS 4-9=-26/518, 3-11=-613/3, 5-8=-613/3 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 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 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T02 Truss Type HALF HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188433 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-6j9uarp7Qxojw689InTA8qyZmf7B0ggfbRgd_Sytq_x Scale = 1:16.2 1 2 3 4 5 7 6 8 4x6 3x4 3x4 3x6 3x4 2x4 2-11-122-11-12 5-11-82-11-12 -1-0-0 1-0-0 5-0-0 5-0-0 5-11-8 0-11-8 0-9-02-5-04.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8 Max Horz 2=63(LC 7) Max Uplift 6=-15(LC 6), 2=-34(LC 6) Max Grav 6=229(LC 1), 2=299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 5-0-0, Exterior(2E) 5-0-0 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 6 and 34 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T03 Truss Type HALF HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188434 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-6j9uarp7Qxojw689InTA8qybnf530eofbRgd_Sytq_x Scale = 1:23.4 1 2 3 4 5 6 9 8 7 3x4 3x4 3x6 3x4 3x4 2x4 3x4 4x6 4-6-04-6-0 8-9-84-3-8 11-11-83-2-0 -1-0-0 1-0-0 4-6-0 4-6-0 8-9-8 4-3-8 11-11-8 3-2-0 0-9-03-8-34.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [5:0-4-4,0-2-0], [6: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 0.24 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-4-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-3-0 Max Horz 2=102(LC 7) Max Uplift 7=-29(LC 6), 2=-44(LC 6) Max Grav 7=472(LC 1), 2=537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-811/174, 4-5=-392/117 BOT CHORD 2-9=-160/706, 8-9=-160/706, 7-8=-46/340 WEBS 4-8=-409/124, 5-8=-8/288, 5-7=-501/133 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-6-0, Exterior(2R) 4-6-0 to 8-9-8, Exterior(2E) 8-9-8 to 11-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 7 and 44 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T04 Truss Type HALF HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188435 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-aviGnBqlBFwZYFjMsU_Ph2Vi53Pll1Boq5PBWuytq_w Scale = 1:21.7 1 2 3 4 5 7 6 8 9 10 3x4 3x4 3x8 3x4 3x4 2x4 4x8 6-9-86-9-8 11-11-85-2-0 -1-0-0 1-0-0 6-9-8 6-9-8 11-11-8 5-2-0 0-9-03-0-34.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [4:0-4-4,0-2-0], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.34 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 0.01 (loc) 2-7 2-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-7-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-0 Max Horz 2=81(LC 7) Max Uplift 6=-27(LC 6), 2=-46(LC 6) Max Grav 6=472(LC 1), 2=537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-677/167 BOT CHORD 2-7=-122/569, 6-7=-119/574 WEBS 4-7=0/268, 4-6=-631/169 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-6-9, Exterior(2R) 2-6-9 to 8-10-4, Exterior(2E) 8-10-4 to 11-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 6 and 46 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T05 Truss Type HALF HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188436 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-WIq0Ctr0jsAHnZtkzv0tmTazjt40DrR5HPuHbnytq_u Scale = 1:21.6 1 2 3 4 5 7 6 8 9 4x8 4x6 3x4 3x6 3x4 2x4 4-9-84-9-8 11-11-87-2-0 -1-0-0 1-0-0 4-9-8 4-9-8 11-11-8 7-2-0 0-9-02-4-34.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [4:0-4-4,0-2-0], [5:Edge,0-2-8], [6: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 0.65 0.41 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.01 (loc) 6-7 6-7 6 l/defl >999 >908 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-0 Max Horz 2=61(LC 7) Max Uplift 6=-25(LC 6), 2=-48(LC 6) Max Grav 6=472(LC 1), 2=537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-832/204 BOT CHORD 2-7=-167/728, 6-7=-162/734 WEBS 4-7=0/267, 4-6=-685/172 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 8-10-4, Exterior(2E) 8-10-4 to 11-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 6 and 48 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T06 Truss Type ROOF SPECIAL Qty 7 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188437 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-_UOPPCseUAI8PjSxXcX6Ig7CaHLFyQ6FW3er7Dytq_t Scale = 1:26.0 1 2 3 4 5 6 7 8 4x6 3x4 5x8 3x4 2x4 9-11-89-11-8 4-11-12 4-11-12 9-11-8 4-11-12 10-11-8 1-0-0 4-0-130-9-04.00 12 Plate Offsets (X,Y)-- [4:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.73 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.48 -0.01 (loc) 4-6 4-6 6 l/defl >495 >247 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Right 2x4 SPF-S Stud 2-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=0-3-0 Max Horz 4=-112(LC 8) Max Uplift 6=-29(LC 11), 4=-37(LC 7) Max Grav 6=391(LC 1), 4=457(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-544/182 BOT CHORD 4-6=-173/480 WEBS 2-6=-494/241 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 4-4-3, Interior(1) 4-4-3 to 7-11-8, Exterior(2R) 7-11-8 to 10-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 6 and 37 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T11 Truss Type COMMON Qty 2 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188438 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-tFdvFav8XPoatKlimSc2TWHpvuoLuIIqRhc2G_ytq_p Scale = 1:42.1 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 6x8 6x8 6-11-86-11-8 13-11-06-11-8 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.34 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-146(LC 8) Max Uplift 8=-2(LC 10), 6=-2(LC 11) Max Grav 8=614(LC 1), 6=614(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-536/77, 3-4=-536/77, 2-8=-553/95, 4-6=-553/95 BOT CHORD 7-8=-161/340 WEBS 3-7=0/276 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-8, Exterior(2R) 3-11-8 to 9-11-8, Interior(1) 9-11-8 to 11-11-0, Exterior(2E) 11-11-0 to 14-11-0 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) The Fabrication Tolerance at joint 2 = 16%, joint 4 = 16% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 8 and 2 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188439 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-LRBITwwnIixRVUKuKA7H?kq_5I1tdYP_gLLcpRytq_o Scale = 1:93.0 12 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 3x6 5x8 6x8 6x8 3x6 3x6 3x6 4x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 4x6 3x6 5x6 5x10 MT18HS 5x6 5x10 MT18HS 9-1-159-1-15 18-1-68-11-7 22-1-64-0-0 22-4-80-3-2 27-6-85-2-0 36-7-89-1-0 45-11-09-3-8 -1-0-0 1-0-0 6-2-2 6-2-2 12-1-12 5-11-10 18-1-6 5-11-10 22-1-6 4-0-0 22-4-8 0-3-2 27-6-8 5-2-0 33-7-3 6-0-11 39-7-13 6-0-11 45-11-0 6-3-3 46-11-0 1-0-0 1-1-013-1-1513-4-01-1-013-4-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-1-8,0-2-0], [6:0-6-4,0-2-4], [7:0-3-12,0-3-0], [9:0-1-12,0-3-4], [12:0-1-8,0-2-0], [13:0-3-0,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-SH 0.72 0.83 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.40 0.14 (loc) 16-18 16-18 15 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 *Except* 7-8,8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,5-23,10-16,12-16: 2x3 SPF No.2 2-24,3-24,13-15,12-15: 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 (4-4-14 max.): 6-7, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 7-20, 8-19, 10-18, 3-24, 12-15 REACTIONS. (size)24=0-3-8, 15=0-3-8 Max Horz 24=-253(LC 8) Max Grav 24=1894(LC 1), 15=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-523/105, 3-5=-2404/78, 5-6=-1979/143, 6-7=-1618/154, 7-8=-1503/138, 8-9=-1620/157, 9-10=-1964/145, 10-12=-2402/80, 12-13=-531/107, 2-24=-493/105, 13-15=-499/106 BOT CHORD 23-24=-49/1966, 21-23=0/1834, 20-21=0/1559, 19-20=0/1619, 18-19=0/1551, 16-18=0/1828, 15-16=0/1968 WEBS 5-23=-13/363, 5-21=-524/161, 6-21=-46/592, 6-20=-137/367, 7-20=-325/71, 9-19=-131/353, 9-18=-41/590, 10-18=-526/161, 10-16=-14/373, 3-24=-2087/0, 12-15=-2079/0 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 15-1-6, Exterior(2R) 15-1-6 to 21-1-6, Interior(1) 21-1-6 to 22-1-6, Exterior(2R) 22-1-6 to 30-6-8, Interior(1) 30-6-8 to 43-11-0, Exterior(2E) 43-11-0 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T13 Truss Type HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188440 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-l0tQ5yyfbdJ0My3T?Ih_dMSWYV5wqxEQMJaGPmytq_l Scale = 1:86.9 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 30 3x6 6x8 3x6 12x18 MT18HS 3x4 3x4 6x10 3x4 3x4 3x6 3x6 4x10 5x12 5x8 4x6 4x8 3x8 3x6 3x8 12x18 MT18HS 7-9-07-9-0 15-3-87-6-8 17-4-02-0-8 23-8-46-4-4 30-0-86-4-4 37-10-87-10-0 45-11-08-0-8 -1-0-0 1-0-0 7-9-0 7-9-0 15-3-8 7-6-8 15-10-8 0-7-0 17-4-0 1-5-8 23-8-4 6-4-4 30-0-8 6-4-4 37-10-8 7-10-0 45-11-0 8-0-8 46-11-0 1-0-0 1-1-011-8-01-1-03-0-011-8-08.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-6], [9:0-5-12,0-2-0], [14:0-1-12,0-0-0], [14:Edge,0-10-2], [15:0-2-8,0-1-8], [18:0-2-0,0-2-0], [20:0-2-12,0-3-0], [21:0-5-12,0-2-8], [23:0-3-8 ,0-1-12], [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 0.65 0.68 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.20 (loc) 20-21 22-23 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 250 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-18,8-17,9-17,2-24,12-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-21, 7-20 WEBS 1 Row at midpt 8-18, 8-17, 10-17 REACTIONS. (size)24=0-3-8, 14=0-3-8 Max Horz 24=224(LC 9) Max Grav 24=1894(LC 1), 14=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2541/0, 4-5=-2953/0, 5-6=-2860/69, 6-7=-2347/6, 7-8=-2346/7, 8-9=-1677/70, 9-10=-2151/39, 10-12=-2546/0, 2-24=-1819/9, 12-14=-1817/11 BOT CHORD 23-24=-202/521, 5-21=-295/189, 20-21=0/2252, 17-18=0/1851, 15-17=0/2012, 14-15=-71/394 WEBS 4-23=-828/76, 21-23=0/2131, 4-21=-4/438, 6-21=-184/1030, 6-20=-124/624, 18-20=0/2028, 8-20=-36/832, 8-18=-756/44, 8-17=-499/119, 9-17=0/725, 10-17=-482/150, 2-23=0/1640, 12-15=0/1628 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 2-0-0, Interior(1) 2-0-0 to 11-7-9, Exterior(2R) 11-7-9 to 20-1-7, Interior(1) 20-1-7 to 25-9-9, Exterior(2R) 25-9-9 to 34-3-7, Interior(1) 34-3-7 to 43-11-0, Exterior(2E) 43-11-0 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 = 8%, joint 12 = 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 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T14 Truss Type HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188441 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-9bZZjz?YuYhaDPo2gQEhF?4?6i3l1K9s2Gow04ytq_i Scale = 1:85.2 1 2 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 5x8 3x6 5x8 3x6 12x18 MT18HS 3x6 3x6 3x8 4x8 3x6 3x6 3x6 4x8 3x6 3x8 12x18 MT18HS3x6 6-9-86-9-8 13-4-86-7-0 22-11-89-7-0 32-6-89-7-0 39-1-86-7-0 45-11-06-9-8 -1-0-0 1-0-0 6-9-8 6-9-8 13-4-8 6-7-0 19-9-3 6-4-11 26-1-13 6-4-11 32-6-8 6-4-11 39-1-8 6-7-0 45-11-0 6-9-8 46-11-0 1-0-0 1-1-010-0-01-1-010-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-0], [9:0-5-12,0-2-0], [14:Edge,0-10-2], [14:0-1-12,0-0-0], [15:0-2-8,0-1-8], [21:0-2-8,0-1-8], [22:0-1-12,0-0-0], [22: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 0.82 0.87 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.46 0.12 (loc) 18-20 18-20 14 l/defl >999 >999 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 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 or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-7 max.): 5-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 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=-194(LC 8) Max Grav 22=1894(LC 1), 14=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2517/0, 4-5=-2268/7, 5-6=-1796/40, 6-7=-2147/7, 7-9=-1796/40, 9-10=-2268/0, 10-12=-2517/0, 2-22=-1823/0, 12-14=-1823/0 BOT CHORD 21-22=-169/411, 20-21=-17/2003, 18-20=0/2114, 16-18=0/2114, 15-16=0/2003, 14-15=-41/295 WEBS 4-20=-335/137, 5-20=0/833, 6-20=-689/126, 7-16=-689/126, 9-16=0/832, 10-16=-335/137, 2-21=0/1721, 12-15=0/1722 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 9-1-9, Exterior(2R) 9-1-9 to 17-7-7, Interior(1) 17-7-7 to 28-3-9, Exterior(2R) 28-3-9 to 36-9-7, Interior(1) 36-9-7 to 43-11-0, Exterior(2E) 43-11-0 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T15 Truss Type HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188442 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-eo6xxJ?AfspRrZNEE8lwoCdB_6NAmip0HwYTYXytq_h Scale = 1:83.9 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 5x10 MT18HS 3x6 5x10 MT18HS 3x8 MT18HS4x8 3x8 3x8 2x4 2x4 3x12 3x6 3x8 4x6 5x10 MT18HS 5x10 MT18HS 4x6 3x6 10-10-810-10-8 18-11-98-1-1 26-11-77-11-13 35-0-88-1-1 45-11-010-10-8 -1-0-0 1-0-0 5-6-8 5-6-8 10-10-8 5-4-0 18-11-9 8-1-1 26-11-7 7-11-13 35-0-8 8-1-1 40-4-8 5-4-0 45-11-0 5-6-8 46-11-0 1-0-0 1-1-08-4-01-1-08-4-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-8,0-1-8], [4:0-6-8,0-1-12], [8:0-5-12,0-1-4], [9:0-2-8,0-1-8], [10:0-3-0,Edge], [12:Edge,0-1-12], [13:0-2-8,0-1-8], [15:0-4-0,0-1-8], [19:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.98 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.75 0.16 (loc) 12-13 12-13 12 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 199 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,5-15,8-15: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-12 max.): 4-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-18, 5-15, 3-19, 9-12 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=-164(LC 8) Max Grav 19=1894(LC 1), 12=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-505/31, 3-4=-2372/0, 4-5=-1910/13, 5-7=-2559/25, 7-8=-2559/25, 8-9=-2372/0, 9-10=-503/31, 2-19=-470/56, 10-12=-469/56 BOT CHORD 18-19=-75/1929, 16-18=-44/2558, 15-16=-44/2558, 13-15=0/1900, 12-13=0/1930 WEBS 4-18=0/881, 5-18=-998/122, 5-16=0/295, 7-15=-510/140, 8-15=-122/1004, 8-13=0/371, 3-19=-2066/0, 9-12=-2068/0 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 6-7-9, Exterior(2R) 6-7-9 to 15-1-7, Interior(1) 15-1-7 to 30-9-9, Exterior(2R) 30-9-9 to 39-3-7, Interior(1) 39-3-7 to 43-11-0, Exterior(2E) 43-11-0 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T16 Truss Type HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188443 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-aAEhL?1QBT394tWdLYoOtdiWvw4dEhpIkE1adPytq_f Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 6x10 3x6 6x10 3x6 3x8 MT18HS4x8 3x6 3x6 3x6 3x6 3x6 4x8 5x12 3x6 5x12 3x8 MT18HS 8-4-88-4-8 18-1-39-8-11 27-9-139-8-11 37-6-89-8-11 45-11-08-4-8 -1-0-0 1-0-0 8-4-8 8-4-8 15-8-0 7-3-8 22-11-8 7-3-8 30-3-0 7-3-8 37-6-8 7-3-8 45-11-0 8-4-8 46-11-0 1-0-0 1-1-06-8-01-1-06-8-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [3:0-6-0,0-1-8], [8:0-6-0,0-1-8], [9:0-5-8,0-1-8], [12:0-2-8,0-2-0], [17:0-3-0,0-2-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.92 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.52 0.14 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-6,6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-17,7-12: 2x4 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-6 max.): 3-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 7-12 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=136(LC 9) Max Grav 18=1892(LC 1), 11=1892(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2501/36, 3-4=-1965/48, 4-5=-3097/65, 5-7=-3097/65, 7-8=-1965/48, 8-9=-2501/36, 2-18=-1816/14, 9-11=-1816/14 BOT CHORD 17-18=-197/600, 15-17=-111/2942, 14-15=-106/3259, 12-14=-65/2942, 11-12=-145/514 WEBS 3-17=0/919, 4-17=-1365/139, 4-15=0/494, 5-15=-300/95, 5-14=-300/95, 7-14=0/494, 7-12=-1365/138, 8-12=0/919, 2-17=-102/1538, 9-12=-107/1538 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 4-1-9, Exterior(2R) 4-1-9 to 12-7-7, Interior(1) 12-7-7 to 33-3-9, Exterior(2R) 33-3-9 to 41-9-7, Interior(1) 41-9-7 to 43-11-0, Exterior(2E) 43-11-0 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T17 Truss Type PIGGYBACK BASE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188444 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-_lwq_03ITORkxKFC1hL5VGK3B78eR1OlQCFEEkytq_c Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 3x6 5x8 5x6 5x6 5x8 3x8 12x18 MT18HS 3x6 3x6 3x8 3x6 3x8 3x6 3x6 3x8 3x6 3x8 12x18 MT18HS3x6 3x6 7-10-07-10-0 15-5-87-7-8 19-5-84-0-0 20-4-80-11-0 29-6-89-2-0 37-7-88-1-0 45-11-08-3-8 -1-0-0 1-0-0 7-10-0 7-10-0 15-5-8 7-7-8 19-5-8 4-0-0 20-4-8 0-11-0 24-11-8 4-7-0 29-6-8 4-7-0 37-7-8 8-1-0 45-11-0 8-3-8 1-1-011-4-1112-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-1-12], [6:0-2-8,0-2-8], [7:0-3-12,0-2-0], [9:0-5-12,0-2-0], [13:Edge,0-10-2], [13:0-1-12,0-0-0], [14:0-2-8,0-1-8], [18:0-2-0,0-1-8], [22:0-2-8,0-1-8], [23:Edge,0-10-2], [23:0-1-12,0-0-0] 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 0.59 0.71 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.38 0.10 (loc) 16-17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 261 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,9-11,11-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-22,4-20,10-14,2-22,12-14: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-5 max.): 5-6, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-18, 8-17, 8-16, 10-16 REACTIONS. (size)23=0-3-8, 13=0-3-8 Max Horz 23=-222(LC 8) Max Grav 23=1895(LC 1), 13=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2545/39, 4-5=-2173/117, 5-6=-1818/135, 6-7=-2134/163, 7-8=-1774/140, 8-9=-1658/138, 9-10=-2135/120, 10-12=-2548/40, 2-23=-1819/57, 12-13=-1744/32 BOT CHORD 22-23=-198/519, 20-22=0/2014, 18-20=0/1694, 17-18=0/1771, 16-17=0/1764, 14-16=0/2020, 13-14=-39/319 WEBS 4-20=-457/146, 5-20=-12/462, 5-18=-106/513, 6-18=-1171/91, 7-18=-125/682, 7-17=0/351, 8-16=-448/137, 9-16=0/740, 10-16=-510/159, 2-22=0/1644, 12-14=0/1710 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 2-0-0, Interior(1) 2-0-0 to 12-5-8, Exterior(2R) 12-5-8 to 18-5-8, Interior(1) 18-5-8 to 19-5-8, Exterior(2R) 19-5-8 to 23-4-8, Interior(1) 23-4-8 to 26-6-8, Exterior(2R) 26-6-8 to 32-6-8, Interior(1) 32-6-8 to 42-9-4, Exterior(2E) 42-9-4 to 45-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 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 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T18 Truss Type PIGGYBACK BASE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188445 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-x81aPi5Z?0hSBePa86NZahPMcxr9vvH2uWkLIdytq_a Scale = 1:86.7 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 3x6 5x8 5x6 5x6 5x8 3x8 12x18 MT18HS 3x6 3x6 3x8 3x6 4x6 4x8 3x6 3x8 3x6 3x8 3x8 MT18HS 6x6 3x6 6-7-156-7-15 13-1-66-5-7 17-1-64-0-0 20-4-83-3-2 29-6-89-2-0 37-5-127-11-4 45-7-88-1-12 -1-0-0 1-0-0 6-7-15 6-7-15 13-1-6 6-5-7 17-1-6 4-0-0 20-4-8 3-3-2 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-09-9-1512-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-0], [7:0-4-4,0-2-4], [9:0-5-12,0-2-0], [12:0-3-4,0-1-12], [14:0-2-8,0-1-8], [18:0-2-8,0-2-0], [20:0-2-8,0-1-8], [21:0-2-8,0-1-8], [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 0.78 0.70 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.42 0.10 (loc) 16-17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 235 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-11,11-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-17,8-17,8-16,9-16: 2x4 SPF No.2, 12-13,2-22: 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 (3-11-13 max.): 5-6, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-18, 6-17, 8-17, 8-16, 10-16 REACTIONS. (size)22=0-3-8, 13=Mechanical Max Horz 22=227(LC 7) Max Uplift 22=-2(LC 10) Max Grav 22=1883(LC 1), 13=1812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2500/41, 4-5=-2254/108, 5-6=-2013/125, 6-7=-2124/154, 7-8=-1751/149, 8-9=-1628/144, 9-10=-2098/128, 10-12=-2455/48, 12-13=-1734/35, 2-22=-1815/57 BOT CHORD 21-22=-205/419, 20-21=-51/1991, 18-20=0/1779, 17-18=0/2019, 16-17=0/1739, 14-16=0/1945 WEBS 4-20=-326/119, 5-20=-5/366, 5-18=-39/617, 6-18=-556/51, 6-17=-831/137, 7-17=-22/909, 8-16=-455/126, 9-16=0/728, 10-16=-463/158, 12-14=0/1727, 2-21=0/1726 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 10-1-6, Exterior(2R) 10-1-6 to 16-1-6, Interior(1) 16-1-6 to 17-1-6, Exterior(2R) 17-1-6 to 23-4-8, Interior(1) 23-4-8 to 26-6-8, Exterior(2R) 26-6-8 to 32-6-8, Interior(1) 32-6-8 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 22. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188446 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-tW9LpO6pXdyAQyZzGXQ1f6VjlkWKNndKLqDSNVytq_Y Scale = 1:85.2 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 265x6 5x8 5x6 5x8 3x8 3x8 MT18HS4x8 3x8 2x4 3x8 3x6 3x8 3x6 3x8 3x8 MT18HS 6x6 4x6 5x10 MT18HS 3x6 10-7-610-7-6 14-7-64-0-0 20-4-85-9-2 29-6-89-2-0 37-5-127-11-4 45-7-88-1-12 -1-0-0 1-0-0 5-4-15 5-4-15 10-7-6 5-2-7 14-7-6 4-0-0 20-4-8 5-9-2 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-08-1-1512-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-8,0-1-8], [4:0-3-12,0-2-0], [5:0-4-4,0-2-12], [6:0-3-12,0-2-0], [8:0-5-12,0-2-0], [11:0-3-4,0-1-12], [13:0-2-8,0-1-8], [16:0-2-8,0-1-8], [20:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.72 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.56 0.11 (loc) 19-20 19-20 12 l/defl >999 >977 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10,10-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16,7-16,7-15,8-15: 2x4 SPF No.2, 11-12,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 4-5, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 5-16, 7-16, 7-15, 9-15, 3-20 REACTIONS. (size)12=Mechanical, 20=0-3-8 Max Horz 20=227(LC 9) Max Uplift 20=-2(LC 10) Max Grav 12=1812(LC 1), 20=1883(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-486/41, 3-4=-2360/76, 4-5=-1897/90, 5-6=-2189/134, 6-7=-1755/145, 7-8=-1628/141, 8-9=-2098/124, 9-11=-2455/44, 11-12=-1734/33, 2-20=-454/62 BOT CHORD 19-20=-93/1916, 18-19=0/2278, 16-18=0/2278, 15-16=0/1739, 13-15=0/1945 WEBS 4-19=0/987, 5-19=-859/35, 5-16=-888/129, 6-16=0/838, 7-15=-454/125, 8-15=0/726, 9-15=-464/158, 11-13=0/1728, 3-20=-2070/42 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 7-7-6, Exterior(2R) 7-7-6 to 13-7-6, Interior(1) 13-7-6 to 17-4-8, Exterior(2R) 17-4-8 to 23-4-8, Interior(1) 23-4-8 to 26-6-8, Exterior(2R) 26-6-8 to 32-6-8, Interior(1) 32-6-8 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 20. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188447 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Ljjj1k7RIx402579pExGCJ1qu8pO6FRUaUz?vyytq_X Scale = 1:88.2 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 5x8 5x8 5x10 MT18HS 5x8 3x8 3x6 3x8 MT18HS3x6 4x6 3x12 3x6 3x8 3x6 3x8 3x8 MT18HS 6x6 5x12 3x6 8-1-68-1-6 12-1-64-0-0 20-4-88-3-2 29-6-89-2-0 37-5-127-11-4 45-7-88-1-12 -1-0-0 1-0-0 8-1-6 8-1-6 12-1-6 4-0-0 20-4-8 8-3-2 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-06-5-1512-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [3:0-5-12,0-2-0], [4:0-3-8,0-3-0], [5:0-5-12,0-1-4], [7:0-5-12,0-2-0], [10:0-3-4,0-1-12], [12:0-2-8,0-1-8], [17:0-2-8,0-1-12], [18:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.86 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.41 0.11 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-4,5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,5-15,6-15,6-14,7-14: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud 2-19: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-6 max.): 3-4, 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 6-14, 8-14 REACTIONS. (size)19=0-3-8, 11=Mechanical Max Horz 19=228(LC 7) Max Uplift 19=-2(LC 10) Max Grav 19=1885(LC 1), 11=1809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2475/50, 3-4=-2576/80, 4-5=-2235/117, 5-6=-1756/142, 6-7=-1623/139, 7-8=-2091/122, 8-10=-2450/41, 10-11=-1731/31, 2-19=-1803/75 BOT CHORD 18-19=-253/665, 17-18=-19/1928, 15-17=0/2592, 14-15=0/1732, 12-14=0/1941 WEBS 3-17=-4/1217, 4-17=-920/71, 4-15=-1050/129, 5-15=0/744, 6-14=-449/122, 7-14=0/717, 8-14=-465/157, 10-12=0/1724, 2-18=0/1418 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 5-1-6, Exterior(2R) 5-1-6 to 11-1-6, Interior(1) 11-1-6 to 17-4-8, Exterior(2R) 17-4-8 to 23-4-8, Interior(1) 23-4-8 to 26-6-8, Exterior(2R) 26-6-8 to 32-6-8, Interior(1) 32-6-8 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 19. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188448 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-H5rTSQ9hqYKkHPHYxfzkHk6DPyV6aAcn1oS6_qytq_V Scale = 1:85.0 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 5x8 5x8 5x6 5x8 3x8 12x18 MT18HS 3x8 MT18HS3x8 5x8 3x6 3x8 3x6 3x8 3x6 3x8 3x8 MT18HS 6x6 3x6 5-7-65-7-6 9-7-64-0-0 20-4-810-9-2 29-6-89-2-0 37-5-127-11-4 45-7-88-1-12 -1-0-0 1-0-0 5-7-6 5-7-6 9-7-6 4-0-0 14-11-15 5-4-9 20-4-8 5-4-9 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-04-9-1512-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0], [4:0-3-0,0-3-0], [5:0-1-12,0-1-8], [6:0-4-4,0-2-4], [8:0-5-12,0-2-0], [11:0-3-4,0-1-12], [13:0-2-8,0-1-8], [16:0-2-8,0-1-8], [18:0-4-0,0-2-4], [19:0-2-8,0-1-8], [20:0-1-12,0-0-0], [20: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 0.78 0.84 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.83 0.10 (loc) 16-18 16-18 12 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 219 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10,10-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16,7-16,7-15,8-15: 2x4 SPF No.2, 11-12,2-20: 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 (3-1-8 max.): 3-4, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 5-16, 7-16, 7-15, 9-15 REACTIONS. (size)20=0-3-8, 12=Mechanical Max Horz 20=227(LC 7) Max Uplift 20=-2(LC 10) Max Grav 20=1883(LC 1), 12=1812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2442/41, 3-4=-3003/36, 4-5=-3721/105, 5-6=-2207/126, 6-7=-1760/132, 7-8=-1626/137, 8-9=-2096/119, 9-11=-2456/38, 11-12=-1735/29, 2-20=-1816/63 BOT CHORD 19-20=-207/401, 18-19=-54/1939, 16-18=0/2241, 15-16=0/1742, 13-15=0/1946 WEBS 3-18=0/1630, 4-18=-2267/91, 5-18=-47/1451, 5-16=-873/166, 6-16=0/894, 7-15=-469/118, 8-15=0/727, 9-15=-467/156, 11-13=0/1730, 2-19=0/1709 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 2-7-6, Exterior(2R) 2-7-6 to 8-7-6, Interior(1) 8-7-6 to 17-4-8, Exterior(2R) 17-4-8 to 23-4-8, Interior(1) 23-4-8 to 26-6-8, Exterior(2R) 26-6-8 to 32-6-8, Interior(1) 32-6-8 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 20. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T22 Truss Type PIGGYBACK BASE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188449 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-lIPsfm9KbsSbvZskVMUzpyfPcMu3JgewGSBgWHytq_U Scale = 1:77.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 2021 22 23 3x8 5x8 5x8 3x8 4x6 3x6 3x4 3x6 3x8 3x4 3x8 3x4 3x8 6x6 4x6 6x6 3x6 8-3-88-3-8 16-4-88-1-0 25-6-89-2-0 33-5-127-11-4 41-7-88-1-12 8-3-8 8-3-8 16-4-8 8-1-0 20-11-8 4-7-0 25-6-8 4-7-0 33-5-12 7-11-4 41-7-8 8-1-12 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-12], [3:0-1-12,0-1-8], [4:0-5-12,0-2-0], [6:0-5-12,0-2-0], [7:0-1-12,0-1-8], [9:0-3-4,Edge], [10:Edge,0-2-0], [11:0-2-8,0-1-8], [16:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.67 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.33 0.08 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,7-13,7-11,1-16,9-11: 2x3 SPF No.2, 1-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-5 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 5-13, 7-13 REACTIONS. (size)17=0-5-8, 10=Mechanical Max Horz 17=218(LC 7) Max Grav 17=1653(LC 1), 10=1653(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2283/0, 3-4=-1850/73, 4-5=-1418/99, 5-6=-1409/99, 6-7=-1836/74, 7-9=-2216/0, 1-17=-1574/14, 9-10=-1576/11 BOT CHORD 16-17=-188/439, 14-16=-15/1800, 13-14=0/1460, 11-13=0/1747 WEBS 3-14=-527/157, 4-14=0/586, 5-14=-276/148, 5-13=-297/144, 6-13=0/583, 7-13=-483/156, 1-16=0/1508, 9-11=0/1534 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 21-3-9, Exterior(2R) 21-3-9 to 29-9-7, Interior(1) 29-9-7 to 38-5-12, Exterior(2E) 38-5-12 to 41-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T23 Truss Type PIGGYBACK BASE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188450 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-igWc4RBa7TiJ8t07cnWRvNkmv9aZnYaDjmgma9ytq_S Scale = 1:79.9 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 2627 28 29 3x6 6x8 6x8 3x8 3x6 3x6 3x4 4x6 8x8 3x4 3x4 3x6 3x4 3x6 5x8 8x10 4x10 3x4 3x8 4x8 4x6 6x6 8-3-88-3-8 16-4-88-1-0 19-8-83-4-0 21-10-82-2-0 25-6-83-8-0 33-5-127-11-4 41-7-88-1-12 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 19-8-8 3-4-0 21-10-8 2-2-0 25-6-8 3-8-0 33-5-12 7-11-4 41-7-8 8-1-12 1-1-012-0-01-3-53-0-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [8:0-5-12,0-2-0], [9:0-1-12,0-1-8], [11:0-3-4,Edge], [12:Edge,0-2-0], [13:0-2-8,0-1-8], [15:0-4-12,0-1-8], [17:0-2-8,0-3-0], [18:0-6-4,0-4-8], [20:0-1-8,0-2-0], [21:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.67 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.24 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8,1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-20,5-20,8-15: 2x4 SPF No.2, 2-23: 2x6 SPF No.2 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-2 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-18, 7-17 WEBS 1 Row at midpt 4-20, 5-20, 6-17, 8-15, 9-15 REACTIONS. (size)23=0-5-8, 12=Mechanical Max Horz 23=228(LC 9) Max Grav 23=1725(LC 1), 12=1649(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2260/0, 4-5=-1835/73, 5-6=-2003/49, 6-7=-1946/55, 7-8=-1941/56, 8-9=-1827/75, 9-11=-2211/0, 2-23=-1647/28, 11-12=-1572/10 BOT CHORD 21-23=-214/533, 20-21=-12/1772, 17-18=0/2023, 13-15=0/1743 WEBS 4-20=-507/150, 5-20=-1053/7, 18-20=0/2010, 5-18=0/1733, 6-17=-308/66, 15-17=0/1825, 8-17=-14/1486, 8-15=-798/83, 9-15=-489/151, 2-21=0/1391, 11-13=0/1533 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 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 21-3-9, Exterior(2R) 21-3-9 to 29-9-7, Interior(1) 29-9-7 to 38-5-12, Exterior(2E) 38-5-12 to 41-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T24 Truss Type HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188451 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-6FCliTDSQO4u?KliHw48W?MGcNY4_scfPkvQBUytq_P Scale = 1:89.5 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 3x6 5x6 5x8 3x6 3x8 MT18HS3x4 4x6 3x4 3x8 3x6 3x4 3x6 4x6 5x6 4x8 4x8 5x6 3x8 MT18HS 9-8-89-8-8 19-2-89-6-0 22-8-83-6-0 32-2-89-6-0 41-11-09-8-8 -1-0-0 1-0-0 6-6-8 6-6-8 12-10-8 6-4-0 19-2-8 6-4-0 22-8-8 3-6-0 29-0-8 6-4-0 35-4-8 6-4-0 41-11-0 6-6-8 42-11-0 1-0-0 1-1-013-10-111-1-013-10-118.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-0,0-2-0], [5:0-1-12,0-1-8], [6:0-4-4,0-2-4], [7:0-6-4,0-2-4], [8:0-1-12,0-1-8], [10:0-2-0,0-2-0], [11:0-3-0,Edge], [13:Edge,0-1-12], [20: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 0.74 0.87 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.45 0.11 (loc) 14-16 14-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 220 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,5-19,8-14,10-14: 2x3 SPF No.2 2-20,3-20,11-13,10-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-3 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 8-16, 3-20, 10-13 REACTIONS. (size)20=0-5-8, 13=0-3-8 Max Horz 20=264(LC 9) Max Grav 20=1734(LC 1), 13=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-539/117, 3-5=-2142/55, 5-6=-1649/89, 6-7=-1279/108, 7-8=-1649/89, 8-10=-2142/55, 10-11=-538/117, 2-20=-506/114, 11-13=-506/114 BOT CHORD 19-20=-72/1773, 17-19=0/1589, 16-17=0/1276, 14-16=0/1589, 13-14=0/1773 WEBS 5-19=-10/425, 5-17=-580/168, 6-17=-28/573, 7-16=-66/597, 8-16=-584/169, 8-14=-10/427, 3-20=-1818/0, 10-13=-1819/0 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 14-11-9, Exterior(2R) 14-11-9 to 26-11-7, Interior(1) 26-11-7 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T25 Truss Type Hip Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188452 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-2eKV79Fjx?KcEeu4PK6cbQSXuAHkSsGyt1OXGNytq_N Scale = 1:79.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 8x8 6x6 3x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x6 4x10 3x6 4x10 3x6 8-5-88-5-8 16-8-88-3-0 25-2-88-6-0 33-5-88-3-0 41-11-08-5-8 -1-0-0 1-0-0 8-5-8 8-5-8 16-8-8 8-3-0 25-2-8 8-6-0 33-5-8 8-3-0 41-11-0 8-5-8 42-11-0 1-0-0 1-1-012-2-111-1-012-2-118.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [4:0-1-12,0-1-8], [5:0-6-12,0-5-12], [6:0-3-5,0-3-4], [7:0-1-12,0-1-8], [9:0-4-8,0-1-8], [12:0-2-4,0-1-8], [17:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.67 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.26 0.08 (loc) 17-18 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-7 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (size)18=0-5-8, 11=0-3-8 Max Horz 18=-235(LC 8) Max Grav 18=1732(LC 1), 11=1732(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2270/0, 4-5=-1833/73, 5-6=-1410/101, 6-7=-1834/73, 7-9=-2269/0, 2-18=-1653/31, 9-11=-1653/31 BOT CHORD 17-18=-213/569, 15-17=-4/1776, 14-15=0/1410, 12-14=0/1776, 11-12=-88/417 WEBS 4-15=-509/152, 5-15=0/540, 6-14=0/540, 7-14=-508/152, 2-17=0/1367, 9-12=0/1367 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-5-9, Exterior(2R) 12-5-9 to 29-5-7, Interior(1) 29-5-7 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T26 Truss Type HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188453 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-_0RFYqGzTdaKUx2TWl84hrXvi_?lwl1FKLteKFytq_L Scale = 1:77.7 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 3x6 5x8 5x8 3x6 12x12 3x6 3x4 3x8 3x4 3x8 2x4 3x4 3x4 3x8 12x12 3x6 7-3-77-3-7 14-4-67-0-15 20-11-86-7-2 27-6-106-7-2 34-7-97-0-15 41-11-07-3-7 -1-0-0 1-0-0 7-3-7 7-3-7 14-4-6 7-0-15 20-11-8 6-7-2 27-6-10 6-7-2 34-7-9 7-0-15 41-11-0 7-3-7 42-11-0 1-0-0 1-1-010-7-151-1-010-7-158.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-5-12,0-2-0], [7:0-5-12,0-2-0], [8:0-1-12,0-1-8], [12:0-1-12,0-0-0], [12:Edge,0-10-2], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-1-12 ,0-0-0], [20: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 0.86 0.57 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.08 (loc) 16 13-14 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,5-16,6-16,7-16,7-14: 2x4 SPF No.2, 2-20,10-12: 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 (3-11-12 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-16, 8-14 REACTIONS. (size)20=0-5-8, 12=0-3-8 Max Horz 20=-206(LC 8) Max Grav 20=1734(LC 1), 12=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2289/0, 4-5=-1955/47, 5-6=-1698/68, 6-7=-1698/68, 7-8=-1955/47, 8-10=-2289/0, 2-20=-1662/10, 10-12=-1662/10 BOT CHORD 19-20=-182/443, 18-19=0/1808, 16-18=0/1523, 14-16=0/1523, 13-14=0/1808, 12-13=-55/315 WEBS 4-18=-415/136, 5-18=-3/442, 5-16=-112/452, 6-16=-440/128, 7-16=-112/452, 7-14=-3/442, 8-14=-415/136, 2-19=0/1504, 10-13=0/1504 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-1-7, Exterior(2R) 10-1-7 to 18-7-5, Interior(1) 18-7-5 to 23-3-11, Exterior(2R) 23-3-11 to 31-9-9, Interior(1) 31-9-9 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T27 Truss Type HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188454 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-TD?dlAHbEwiA55df4TgJD347MNHZfCxOZ?cBshytq_K Scale = 1:73.8 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 5x10 MT18HS 3x12 5x10 MT18HS 4x6 3x8 MT18HS 3x4 3x8 3x4 3x8 2x4 3x4 3x4 3x8 6x6 4x6 6x6 3x8 MT18HS 6-1-66-1-6 12-0-45-10-14 20-11-88-11-4 29-10-128-11-4 35-9-105-10-14 41-11-06-1-6 -1-0-0 1-0-0 6-1-6 6-1-6 12-0-4 5-10-14 20-11-8 8-11-4 29-10-12 8-11-4 35-9-10 5-10-14 41-11-0 6-1-6 42-11-0 1-0-0 1-1-09-1-31-1-09-1-38.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [3:0-1-12,0-1-8], [4:0-6-0,0-1-8], [7:0-6-0,0-1-8], [8:0-1-12,0-1-8], [9:0-3-4,Edge], [11:Edge,0-2-0], [12:0-2-8,0-1-8], [18:0-2-8,0-1-8] 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 0.67 0.72 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.35 0.09 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 183 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,7-15: 2x4 SPF No.2, 2-19,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-12 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS. (size)19=0-5-8, 11=0-3-8 Max Horz 19=178(LC 9) Max Grav 19=1734(LC 1), 11=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2255/0, 3-4=-2060/18, 4-5=-2037/22, 5-7=-2038/22, 7-8=-2060/0, 8-9=-2255/0, 2-19=-1668/0, 9-11=-1668/0 BOT CHORD 18-19=-154/348, 17-18=-20/1792, 15-17=-6/1632, 13-15=0/1632, 12-13=0/1792 WEBS 3-17=-272/124, 4-17=0/396, 4-15=-109/670, 5-15=-617/170, 7-15=-110/670, 7-13=0/397, 8-13=-273/124, 2-18=0/1563, 9-12=0/1564 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 7-9-5, Exterior(2R) 7-9-5 to 16-3-3, Interior(1) 16-3-3 to 25-7-13, Exterior(2R) 25-7-13 to 34-1-11, Interior(1) 34-1-11 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T28 Truss Type ROOF SPECIAL Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188455 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:36:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Pb7OAsJrmYzuLPn2CuinIU9SrBxi71Rh0J5Ixaytq_I Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 5x10 MT18HS 3x12 5x6 5x8 3x6 3x8 3x8 3x8 2x4 6x8 4x6 4x6 3x6 4x8 4x8 4x6 3x6 9-2-89-2-8 18-2-89-0-0 27-2-89-0-0 34-5-87-3-0 41-11-07-5-8 -1-0-0 1-0-0 4-8-8 4-8-8 9-2-8 4-6-0 18-2-8 9-0-0 27-2-8 9-0-0 29-11-8 2-9-0 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1-1-07-2-119-0-111-1-07-2-118.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-12,0-1-8], [4:0-6-0,0-1-8], [7:0-2-8,0-3-0], [9:0-1-8,0-2-0], [10:0-3-0,Edge], [15:0-2-0,0-1-8], [19:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.87 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.50 0.14 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,5-15: 2x4 SPF No.2, 2-19,10-12,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-2 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 5-15, 7-15, 3-19, 9-12 REACTIONS. (size)19=0-5-8, 12=0-3-8 Max Horz 19=-177(LC 8) Max Uplift 19=-65(LC 10) Max Grav 19=1734(LC 1), 12=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-396/51, 3-4=-2162/123, 4-5=-1753/131, 5-7=-2307/83, 7-8=-2843/146, 8-9=-2207/101, 9-10=-468/103, 2-19=-398/66, 10-12=-456/100 BOT CHORD 18-19=-121/1708, 16-18=-50/2545, 15-16=-50/2545, 13-15=0/1615, 12-13=0/1784 WEBS 4-18=0/778, 5-18=-1004/73, 5-16=0/356, 5-15=-411/80, 7-15=-1850/163, 8-15=-120/2314, 8-13=-94/371, 3-19=-1915/74, 9-12=-1907/0 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 2-0-0, Interior(1) 2-0-0 to 6-2-8, Exterior(2R) 6-2-8 to 12-2-8, Interior(1) 12-2-8 to 27-2-8, Exterior(2R) 27-2-8 to 32-11-8, Interior(1) 32-11-8 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 19. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T29 Truss Type ROOF SPECIAL Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188456 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-L_F8bYK6I9DcajxQJJkFOvEmq?cqbxY_UdaP?Tytq_G Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 227x16 MT18HS 3x8 5x8 5x6 12x12 3x6 3x8 3x12 2x4 2x4 4x8 4x6 4x8 4x6 3x8 MT18HS 6-8-86-8-8 15-8-89-0-0 24-8-89-0-0 33-2-88-6-0 41-11-08-8-8 -1-0-0 1-0-0 6-8-8 6-8-8 15-8-8 9-0-0 24-8-8 9-0-0 29-11-8 5-3-0 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1-1-05-6-119-0-111-1-05-6-118.00 12 Plate Offsets (X,Y)-- [3:1-0-8,0-1-12], [6:0-4-4,0-2-12], [7:0-3-0,0-2-0], [8:0-1-12,0-2-0], [9:0-3-0,Edge], [12:0-3-11,0-1-8], [15:0-5-8,0-1-8], [17:0-2-8,0-1-8], [18:Edge,0-10-2], [18:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.96 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.58 0.15 (loc) 14-15 14-15 11 l/defl >999 >865 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-15,6-15,6-12: 2x4 SPF No.2, 2-18,9-11,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-11 2 Rows at 1/3 pts 6-12 REACTIONS. (size)18=0-5-8, 11=0-3-8 Max Horz 18=177(LC 9) Max Uplift 18=-65(LC 10) Max Grav 18=1734(LC 1), 11=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2278/93, 3-4=-3197/142, 4-6=-3198/142, 6-7=-1439/81, 7-8=-2169/79, 8-9=-478/91, 2-18=-1673/97, 9-11=-462/93 BOT CHORD 17-18=-165/421, 15-17=-68/1796, 14-15=-31/3231, 12-14=-33/3228, 11-12=0/1775 WEBS 3-15=-29/1622, 4-15=-613/177, 6-14=0/344, 6-12=-2467/118, 7-12=-3/1676, 2-17=0/1511, 8-11=-1885/0 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 2-0-0, Interior(1) 2-0-0 to 3-8-8, Exterior(2R) 3-8-8 to 9-8-8, Interior(1) 9-8-8 to 26-11-8, Exterior(2R) 26-11-8 to 32-11-8, Interior(1) 32-11-8 to 39-11-0, Exterior(2E) 39-11-0 to 42-11-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 18. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T30 Truss Type COMMON Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188457 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-pApWpuLk3TLTCsWdt0FUw6n_nO?0KUY7jHKyYvytq_F Scale = 1:52.9 1 2 3 4 5 9 8 7 6 10 11 3x6 4x6 3x6 3x6 3x8 3x4 3x4 5x6 5x6 11-11-811-11-8 23-11-011-11-8 6-1-0 6-1-0 11-11-8 5-10-8 17-10-0 5-10-8 23-11-0 6-1-0 1-1-09-0-111-1-08.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-4], [9: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.71 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.74 0.03 (loc) 7-9 7-9 6 l/defl >776 >385 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-6 REACTIONS. (size)9=Mechanical, 6=Mechanical Max Horz 9=-163(LC 8) Max Grav 9=945(LC 1), 6=945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-376/30, 2-3=-932/66, 3-4=-932/66, 4-5=-376/33, 1-9=-316/43, 5-6=-316/44 BOT CHORD 7-9=-56/887, 6-7=0/887 WEBS 3-7=0/627, 4-7=-285/169, 2-7=-285/168, 2-9=-833/40, 4-6=-833/38 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-11-8, Exterior(2R) 8-11-8 to 14-11-8, Interior(1) 14-11-8 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 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) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T31 Truss Type HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188458 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-lZwHDaN_b4bBRAf?_RIy?XsKICh2oPFQAbp3cnytq_D Scale = 1:55.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 4x10 3x4 3x6 3x4 3x4 3x4 3x4 3x6 5x6 5x6 11-8-811-8-8 12-2-80-6-0 23-11-011-8-8 -1-0-0 1-0-0 5-11-8 5-11-8 11-8-8 5-9-0 12-2-8 0-6-0 17-11-8 5-9-0 23-11-0 5-11-8 1-1-08-10-111-1-08-10-118.00 12 Plate Offsets (X,Y)-- [7:0-2-0,0-1-4], [8:Edge,0-2-4], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.67 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.73 0.03 (loc) 10-12 10-12 8 l/defl >787 >390 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-8 REACTIONS. (size)12=0-5-8, 8=Mechanical Max Horz 12=170(LC 7) Max Uplift 12=-5(LC 10) Max Grav 12=1015(LC 1), 8=943(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-415/60, 3-4=-933/52, 4-5=-690/71, 5-6=-935/52, 6-7=-371/32, 2-12=-411/76, 7-8=-311/43 BOT CHORD 10-12=-52/879, 9-10=0/690, 8-9=0/886 WEBS 3-10=-268/163, 4-10=-18/336, 5-9=-34/319, 6-9=-277/166, 3-12=-793/25, 6-8=-838/41 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 2-0-0, Interior(1) 2-0-0 to 7-5-9, Exterior(2R) 7-5-9 to 16-5-7, Interior(1) 16-5-7 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T32 Truss Type HIP Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188459 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-ElUfRvNcMOj23KECY8pBYlPXQc2rXmraPFYc9Eytq_C Scale = 1:46.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 4x6 4x6 3x4 3x4 3x8 3x6 3x4 3x6 3x6 4x6 4x6 9-2-89-2-8 14-8-85-6-0 23-11-09-2-8 -1-0-0 1-0-0 4-8-8 4-8-8 9-2-8 4-6-0 14-8-8 5-6-0 19-2-8 4-6-0 23-11-0 4-8-8 1-1-07-2-111-1-07-2-118.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [5:0-4-4,0-2-0], [8:Edge,0-1-12], [12: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 0.54 0.63 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.03 (loc) 8-9 8-9 8 l/defl >999 >695 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-4 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size)12=0-5-8, 8=Mechanical Max Horz 12=140(LC 7) Max Grav 12=1015(LC 1), 8=943(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-311/30, 3-4=-1023/70, 4-5=-788/84, 5-6=-1025/71, 6-7=-295/11, 2-12=-338/52 BOT CHORD 10-12=-30/878, 9-10=0/789, 8-9=0/888 WEBS 4-10=0/302, 5-9=0/304, 3-12=-902/45, 6-8=-929/56 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 4-11-9, Exterior(2R) 4-11-9 to 18-11-7, Interior(1) 18-11-7 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss T33 Truss Type Hip Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188460 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-A8cPsbPst?zmIeOagZrfdAUqVPiA?lassZ1jD6ytq_A Scale = 1:41.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 4x6 4x6 6x6 3x4 3x6 3x8 3x4 3x8 6x6 3x4 6-8-86-8-8 17-2-810-6-0 23-11-06-8-8 -1-0-0 1-0-0 6-8-8 6-8-8 11-11-8 5-3-0 17-2-8 5-3-0 23-11-0 6-8-8 1-1-05-6-111-1-05-6-118.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [3:0-4-0,0-2-0], [5:0-4-0,0-2-0], [6: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 0.76 0.71 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.47 0.02 (loc) 8-10 8-10 7 l/defl >999 >601 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-4 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-5-8, 7=Mechanical Max Horz 11=110(LC 7) Max Grav 11=1015(LC 1), 7=943(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1197/38, 3-4=-900/65, 4-5=-907/66, 5-6=-1196/36, 2-11=-965/61, 6-7=-893/33 BOT CHORD 10-11=-142/339, 8-10=-26/1062 WEBS 3-10=0/360, 4-10=-297/113, 4-8=-293/115, 5-8=0/354, 2-10=-14/661, 6-8=0/704 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 2-5-9, Exterior(2R) 2-5-9 to 10-11-7, Interior(1) 10-11-7 to 12-11-9, Exterior(2R) 12-11-9 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188461 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-eKAo3xQVeJ5dwnzmDHMuAN18bpCikHa05DnHlZytq_9 Scale = 1:13.3 1 2 3 4 6 5 7 8 9 3x4 4x6 4x6 3x8 2x4 4x8 3-0-03-0-0 5-11-82-11-8 -1-0-0 1-0-0 3-0-0 3-0-0 5-11-8 2-11-8 0-9-01-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14], [3:0-5-0,0-2-0] 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-P 0.16 0.11 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=41(LC 5) Max Uplift 5=-28(LC 4), 2=-67(LC 4) Max Grav 5=255(LC 1), 2=345(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/37 BOT CHORD 2-6=-41/264, 5-6=-39/274 WEBS 3-5=-305/36 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 5 and 67 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb down and 39 lb up at 4-0-4 on top chord, and 50 lb down and 42 lb up at 2-0-4, and 19 lb down at 4-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188461 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:08 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-eKAo3xQVeJ5dwnzmDHMuAN18bpCikHa05DnHlZytq_9 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-18(B) 8=-50(B) 9=-9(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 6_ESTATES_AT_TOWNE_M~W Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188462 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-ajIYUdRlAwLK9579LhPMFo6PFdoSC5iJYXGNqRytq_7 Scale = 1:21.7 1 2 3 4 5 7 6 8 9 10 11 12 13 14 15 4x6 3x4 4x6 4x6 3x8 4x6 3x12 2-9-82-9-8 11-11-89-2-0 -1-0-0 1-0-0 2-9-8 2-9-8 7-3-4 4-5-12 11-11-8 4-8-4 0-9-01-8-34.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14], [2:0-3-5,0-6-1], [4:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.41 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.14 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-14 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-0 Max Horz 2=39(LC 5) Max Uplift 6=-49(LC 4), 2=-98(LC 4) Max Grav 6=516(LC 1), 2=611(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1069/51, 3-4=-957/55 BOT CHORD 2-7=-57/934, 6-7=-209/1006 WEBS 3-7=0/337, 4-7=-51/269, 4-6=-988/233 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 6 and 98 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 35 lb up at 4-0-4, 23 lb down and 35 lb up at 6-0-4, and 23 lb down and 35 lb up at 8-0-4, and 23 lb down and 35 lb up at 10-0-4 on top chord, and 51 lb down and 46 lb up at 2-0-4, 15 lb down at 4-0-4, 15 lb down at 6-0-4, and 15 lb down at 8-0-4, and 15 lb down at 10-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 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.). LOAD CASE(S) Standard Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188462 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:10 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-ajIYUdRlAwLK9579LhPMFo6PFdoSC5iJYXGNqRytq_7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 4=-11(F) 8=-11(F) 9=-11(F) 10=-11(F) 11=-51(F) 12=-7(F) 13=-7(F) 14=-7(F) 15=-7(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 6_ESTATES_AT_TOWNE_M~W Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188463 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-2vrwizSNxETBnFiLvPwbo0fWc100xUOSnB?xMuytq_6 Scale = 1:25.6 1 2 3 4 6 578 94x8 3x4 4x8 4x8 3x8 5-0-115-0-11 9-11-84-10-13 5-0-11 5-0-11 9-11-8 4-10-13 10-11-8 1-0-0 4-0-130-9-04.00 12 Plate Offsets (X,Y)-- [3:0-0-2,0-0-5], [3:0-0-3,0-7-9], [3:0-4-8,0-0-15], [5:0-4-12,0-1-8], [6: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 0.68 0.91 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 -0.02 (loc) 5-6 5-6 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS. (size)6=Mechanical, 3=0-3-0 Max Horz 3=-110(LC 21) Max Uplift 6=-127(LC 9), 3=-119(LC 5) Max Grav 6=1467(LC 1), 3=1227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2257/172 BOT CHORD 5-6=-174/2036, 3-5=-174/2036 WEBS 2-6=-2157/211, 2-5=-55/1337 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 6 and 119 lb uplift at joint 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 452 lb down and 48 lb up at 1-1-4, 452 lb down and 47 lb up at 3-1-4, and 452 lb down and 45 lb up at 5-1-4, and 496 lb down and 69 lb up at 7-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 3-6=-20 Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188463 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:11 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-2vrwizSNxETBnFiLvPwbo0fWc100xUOSnB?xMuytq_6 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-452(F) 7=-452(F) 8=-452(F) 9=-496(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 6_ESTATES_AT_TOWNE_M~W Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188464 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-W5PIvJT?iXb2PPGYS6RqKDBqtQarg6cc0rlUuKytq_5 Scale = 1:9.8 1 2 3 4 6 57 4x6 4x6 4x6 3x8 2x4 3x6 1-3-131-3-13 2-9-81-5-11 -1-0-0 1-0-0 1-11-8 1-11-8 2-9-8 0-10-0 0-9-01-4-130-3-81-1-51-4-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14] 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 0.08 0.04 0.03 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 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: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=31(LC 5) Max Uplift 5=-16(LC 9), 2=-39(LC 4), 4=-6(LC 5) Max Grav 5=76(LC 3), 2=186(LC 1), 4=21(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 5, 39 lb uplift at joint 2 and 6 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 57 lb up at 1-11-8 on top chord, and 24 lb down at 1-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188464 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:12 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-W5PIvJT?iXb2PPGYS6RqKDBqtQarg6cc0rlUuKytq_5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-9(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 6_ESTATES_AT_TOWNE_M~W Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188465 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-TUX3K_UFE9smeiQwaXTJPeHAJEGD805uT9EbzCytq_3 Scale = 1:9.8 1 2 3 4 6 5 4x6 4x6 3x8 2x4 4x8 3x6 1-11-81-11-8 3-0-01-0-8 -1-0-0 1-0-0 1-11-8 1-11-8 3-0-0 1-0-8 0-9-01-4-130-3-81-1-51-4-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14], [3:0-5-0,0-2-0] 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-P 0.08 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=31(LC 5) Max Uplift 5=-13(LC 20), 2=-39(LC 4), 4=-7(LC 5) Max Grav 5=74(LC 3), 2=193(LC 1), 4=27(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 5, 39 lb uplift at joint 2 and 7 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 57 lb up at 1-11-8 on top chord, and 21 lb down at 1-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188465 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:14 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-TUX3K_UFE9smeiQwaXTJPeHAJEGD805uT9EbzCytq_3 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-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 6_ESTATES_AT_TOWNE_M~W Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 6 Estates at Towne Meadow Job Reference (optional) I42188466 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-PtfplgWWmm6Ut0aJhyVnV3MPb2r?cjbBxTji15ytq_1 Scale = 1:41.6 1 2 3 4 5 6 7 8 11 10 912131415 16 6x16 5x6 4x6 6x16 5x6 8x8 3x4 2x4 3x4 2x4 3-7-03-7-0 6-11-83-4-8 10-4-03-4-8 13-11-03-7-0 3-7-0 3-7-0 6-11-8 3-4-8 10-4-0 3-4-8 13-11-0 3-7-0 14-11-0 1-0-0 1-3-07-0-91-3-010.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [3:0-1-4,0-1-8], [5:0-1-4,0-1-8], [7:0-10-7,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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.41 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 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 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=-119(LC 27) Max Grav 1=4777(LC 1), 7=3070(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3703/0, 3-4=-2741/0, 4-5=-2729/0, 5-7=-3543/0 BOT CHORD 1-11=0/2706, 10-11=0/2706, 9-10=0/2501, 7-9=0/2501 WEBS 4-10=0/3147, 5-10=-632/263, 5-9=-147/1048, 3-10=-942/0, 3-11=0/1303 NOTES-(8-9) 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) 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 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) 1898 lb down and 26 lb up at 0-8-4, 925 lb down at 2-8-4, 923 lb down at 4-8-4, 923 lb down at 6-8-4, and 923 lb down at 8-8-4, and 1080 lb down and 281 lb up at 10-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 1-7=-20 Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 6 Estates at Towne Meadow Job Reference (optional) I42188466 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-t3DBy0X8X4ELVA9VFg101HvaLRBELArL96SFaXytq_0 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-923(F) 12=-1898(F) 13=-925(F) 14=-923(F) 15=-923(F) 16=-1080(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 6_ESTATES_AT_TOWNE_M~W Truss TG07 Truss Type COMMON GIRDER Qty 1 Ply 2 6 Estates at Towne Meadow Job Reference (optional) I42188467 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-LFnaAMXmINMC7KkhpNYFaURlfrYC4f2UOmCo6_ytq_? Scale = 1:43.6 1 2 3 4 5 10 9 8 7 6111213141516 12x18 MT18HS 4x8 12x18 MT18HS 10x10 3x6 8x8 3x6 8x8 3-9-83-9-8 7-4-83-7-0 10-11-83-7-0 14-9-03-9-8 3-9-8 3-9-8 7-4-8 3-7-0 10-11-8 3-7-0 14-9-0 3-9-8 1-3-07-4-121-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-6], [2:0-1-12,0-1-8], [4:0-1-12,0-1-8], [5:Edge,0-10-6], [6:0-1-12,0-0-0], [7:0-3-8,0-4-12], [9:0-3-8,0-4-12], [10:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.36 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-8,4-7,2-8,2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-8, 6=0-5-8 Max Horz 10=-133(LC 6) Max Grav 10=6765(LC 1), 6=6635(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6545/0, 2-3=-4931/0, 3-4=-4931/0, 4-5=-6361/0, 1-10=-5418/0, 5-6=-5269/0 BOT CHORD 9-10=0/573, 8-9=0/4959, 7-8=0/4819, 6-7=0/550 WEBS 3-8=0/5996, 4-8=-1604/0, 4-7=0/1941, 2-8=-1814/0, 2-9=0/2216, 1-9=0/4534, 5-7=0/4412 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 1 = 16%, joint 5 = 16%, joint 1 = 16%, joint 5 = 16% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1792 lb down at 1-4-12, 1792 lb down at 3-4-12, 1792 lb down at 5-4-12, 1792 lb down at 7-4-12, 1808 lb down at 9-4-12, and 1633 lb down at 11-6-4, and 1632 lb down at 13-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG07 Truss Type COMMON GIRDER Qty 1 Ply 2 6 Estates at Towne Meadow Job Reference (optional) I42188467 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:18 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-LFnaAMXmINMC7KkhpNYFaURlfrYC4f2UOmCo6_ytq_? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=-1792(F) 11=-1792(F) 12=-1792(F) 13=-1792(F) 14=-1808(F) 15=-1633(F) 16=-1632(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 6_ESTATES_AT_TOWNE_M~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 2 6 Estates at Towne Meadow Job Reference (optional) I42188468 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-iDaTD3bv6w_UD5cfcw7QHY9ZGsE?lxoDY2vZmBytpzw Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14202122232425262728293031323334353637 38 39 5x6 3x6 5x6 5x12 4x6 4x6 5x6 4x8 4x6 4x6 3x6 4x6 4x6 4x8 3x8 5x6 5x12 4x6 4x6 5-10-85-10-8 17-3-311-4-11 28-7-1311-4-11 40-0-811-4-11 45-11-05-10-8 -1-0-0 1-0-0 5-10-8 5-10-8 14-5-0 8-6-8 22-11-8 8-6-8 31-6-0 8-6-8 40-0-8 8-6-8 45-11-0 5-10-8 46-11-0 1-0-0 1-1-05-0-01-1-05-0-08.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [5:0-2-8,0-2-0], [8:0-2-8,0-2-0], [10:0-3-12,0-2-0], [14:0-3-8,0-2-0], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.45 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.61 0.11 (loc) 16-17 16-17 12 l/defl >999 >900 n/a L/d 240 180 n/a PLATES MT20 Weight: 464 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-19,8-14: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-8-3, Right 2x6 SPF No.2 3-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except 2-0-0 oc purlins (5-4-8 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 8-14 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=82(LC 26) Max Uplift 2=-664(LC 5), 12=-664(LC 4) Max Grav 2=3466(LC 1), 12=3466(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5043/1068, 4-5=-4045/895, 5-7=-8275/1851, 7-8=-8273/1851, 8-10=-4044/895, 10-12=-5043/1069 BOT CHORD 2-19=-887/3963, 17-19=-1687/7464, 16-17=-1926/8572, 14-16=-1648/7462, 12-14=-804/3962 WEBS 4-19=-564/2569, 5-19=-3947/949, 5-17=-357/1568, 7-17=-404/121, 7-16=-406/120, 8-16=-357/1569, 8-14=-3945/949, 10-14=-564/2570 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 2 and 664 lb uplift at joint 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 2 6 Estates at Towne Meadow Job Reference (optional) I42188468 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:23 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-iDaTD3bv6w_UD5cfcw7QHY9ZGsE?lxoDY2vZmBytpzw NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 lb down and 53 lb up at 1-11-8, 141 lb down and 56 lb up at 3-11-8, 156 lb down and 71 lb up at 5-11-8, 156 lb down and 71 lb up at 7-11-8, 156 lb down and 71 lb up at 9-11-8, 156 lb down and 71 lb up at 11-11-8, 156 lb down and 71 lb up at 13-11-8, 156 lb down and 71 lb up at 15-11-8, 156 lb down and 71 lb up at 17-11-8, 156 lb down and 71 lb up at 19-11-8, 156 lb down and 71 lb up at 21-11-8, 156 lb down and 71 lb up at 23-11-8, 156 lb down and 71 lb up at 25-11-8, 156 lb down and 71 lb up at 27-11-8, 156 lb down and 71 lb up at 29-11-8, 156 lb down and 71 lb up at 31-11-8, 156 lb down and 71 lb up at 33-11-8, 156 lb down and 71 lb up at 35-11-8, 156 lb down and 71 lb up at 37-11-8, 156 lb down and 71 lb up at 39-11-8, and 141 lb down and 56 lb up at 41-11-8, and 140 lb down and 53 lb up at 43-11-8 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 10-13=-60, 2-12=-20 Concentrated Loads (lb) Vert: 19=-143(B) 14=-143(B) 20=-140(B) 21=-141(B) 22=-143(B) 23=-143(B) 24=-143(B) 25=-143(B) 26=-143(B) 27=-143(B) 28=-143(B) 29=-143(B) 30=-143(B) 31=-143(B) 32=-143(B) 33=-143(B) 34=-143(B) 35=-143(B) 36=-143(B) 37=-143(B) 38=-141(B) 39=-140(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 6_ESTATES_AT_TOWNE_M~W Truss TG09 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188469 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-a_pz2RePA8UwiiwQrmCMROJBGTV9hkdpTgtnvyytpzs Scale = 1:87.5 12 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 5x12 5x6 3x8 5x6 5x10 MT18HS 3x8 5x12 4x6 4x6 2x4 5x6 4x6 3x6 4x8 3x6 4x8 3x6 2x4 6x16 4x6 4x6 4x6 3-1-63-1-6 7-1-64-0-0 13-8-156-7-9 20-4-86-7-9 29-6-89-2-0 37-5-127-11-4 45-7-88-1-12 -1-0-0 1-0-0 3-1-6 3-1-6 7-1-6 4-0-0 13-8-15 6-7-9 20-4-8 6-7-9 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-03-1-1512-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [4:0-9-12,0-2-0], [5:0-2-8,0-3-0], [7:0-2-12,0-1-8], [8:0-3-12,0-2-0], [10:0-6-0,0-1-8], [14:0-11-2,Edge], [20:0-2-12,0-2-0], [21:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.88 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 0.11 (loc) 20-21 20-21 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 266 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4,4-5,8-10: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-22,5-21,5-20,7-20,11-15: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-0-5, Right 2x8 SP 2400F 2.0E 5-0-13 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-5-14 max.): 4-5, 8-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-18, 9-18, 9-17, 11-17 REACTIONS. (size)2=0-3-8, 14=Mechanical Max Horz 2=-208(LC 4) Max Uplift 2=-49(LC 8) Max Grav 2=1931(LC 1), 14=1828(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2517/69, 4-5=-3911/19, 5-7=-3099/5, 7-8=-2274/46, 8-9=-1796/74, 9-10=-1673/61, 10-11=-2135/21, 11-14=-2597/0 BOT CHORD 2-22=-136/1913, 21-22=-136/1908, 20-21=-84/3982, 18-20=0/2505, 17-18=0/1780, 15-17=0/1968, 14-15=0/1968 WEBS 4-21=0/2467, 5-21=-1360/44, 5-20=-1601/97, 7-20=0/773, 7-18=-1049/151, 8-18=0/878, 9-17=-448/132, 10-17=0/717, 11-17=-441/167, 11-15=0/259 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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) 74 lb down and 63 lb up at 3-1-6 on top chord, and 50 lb down and 24 lb up at 3-2-2 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 Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG09 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188469 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:27 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-a_pz2RePA8UwiiwQrmCMROJBGTV9hkdpTgtnvyytpzs 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, 5-8=-60, 8-10=-60, 10-14=-60, 2-14=-20 Concentrated Loads (lb) Vert: 4=-25(F) 22=-23(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 6_ESTATES_AT_TOWNE_M~W Truss TG10 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188470 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Tl3UuohwEN?MBKDB4cHIbEUtg5wFdTbPNIr?2jytpzo Scale = 1:75.5 12 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 30 10x10 3x8 6x10 5x8 10x10 5x12 5x6 5x10 MT18HS2x4 5x12 2x4 3x8 4x6 2x4 5x12 4x6 5x10 MT18HS 4-2-84-2-8 10-2-156-0-7 16-2-15-11-3 22-2-86-0-7 29-11-87-9-0 41-11-011-11-8 -1-0-0 1-0-0 4-2-8 4-2-8 10-2-15 6-0-7 16-2-1 5-11-3 22-2-8 6-0-7 29-11-8 7-9-0 35-10-0 5-10-8 41-11-0 6-1-0 1-1-03-10-119-0-111-1-03-10-118.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-2-0,0-7-12], [6:0-3-8,0-1-8], [8:0-5-4,Edge], [10:0-2-0,0-2-0], [11:0-1-12,0-1-3], [11:Edge,0-3-8], [13:0-5-8,0-2-4], [18:0-5-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.61 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.84 0.13 (loc) 15-16 15-16 12 l/defl >999 >599 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 232 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-9: 2x4 SP 2400F 2.0E, 9-11: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-18,6-18,8-16,9-13: 2x4 SPF No.2, 8-13: 2x4 SPF 2100F 1.8E SLIDER Left 2x8 SP 2400F 2.0E 2-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-13 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 8-13, 10-12 REACTIONS. (size)2=0-5-8, 12=Mechanical Max Horz 2=162(LC 28) Max Uplift 2=-329(LC 8), 12=-9(LC 8) Max Grav 2=2217(LC 1), 12=1915(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3012/451, 4-5=-4832/614, 5-6=-4832/614, 6-8=-6355/469, 8-9=-2536/105, 9-10=-2512/144, 10-11=-635/43, 11-12=-470/51 BOT CHORD 2-19=-396/2332, 18-19=-396/2333, 16-18=-477/6355, 15-16=-316/6381, 13-15=-321/6371, 12-13=-37/2103 WEBS 4-18=-261/2889, 5-18=-451/210, 6-18=-1770/0, 6-16=0/545, 8-16=-492/445, 8-15=0/296, 8-13=-4789/350, 9-13=-37/2256, 10-12=-2117/102 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 2 and 9 lb uplift at joint 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 57 lb up at 4-2-8, 70 lb down and 55 lb up at 5-11-4, 70 lb down and 55 lb up at 7-11-4, 70 lb down and 55 lb up at 9-11-4, 70 lb down and 55 lb up at 11-11-4, and 70 lb down and 55 lb up at 13-11-4, and 70 lb down and 55 lb up at 15-11-4 on top chord, and 82 lb down and 64 lb up at 1-11-4, 32 lb down and 28 lb up at 4-3-4, 32 lb down and 28 lb up at 5-11-4, 32 lb down and 28 lb up at 7-11-4, 32 lb down and 28 lb up at 9-11-4, 32 lb down and 28 lb up at 11-11-4, 32 lb down and 28 lb up at 13-11-4, and 32 lb down and 28 lb up at 15-11-4, and 450 lb down at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG10 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188470 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:31 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Tl3UuohwEN?MBKDB4cHIbEUtg5wFdTbPNIr?2jytpzo NOTES-(12-13) 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, 4-8=-60, 8-9=-60, 9-11=-60, 2-12=-20 Concentrated Loads (lb) Vert: 4=-18(F) 17=-11(F) 19=-11(F) 6=-18(F) 16=-11(F) 20=-18(F) 21=-18(F) 22=-18(F) 23=-18(F) 24=-18(F) 25=-81(F) 26=-11(F) 27=-11(F) 28=-11(F) 29=-11(F) 30=-450(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 6_ESTATES_AT_TOWNE_M~W Truss TG11 Truss Type HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188471 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-xyds68iY?h7DoToOdJoX8R07QUHyM0GYcybYbAytpzn Scale = 1:42.0 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 21 22 23 24 25 26 4x8 4x8 3x12 4x6 5x12 5x6 4x6 2x4 4x8 2x4 2x4 4-2-84-2-8 11-11-87-9-0 19-8-87-9-0 23-11-04-2-8 -1-0-0 1-0-0 4-2-8 4-2-8 11-11-8 7-9-0 19-8-8 7-9-0 23-11-0 4-2-8 1-1-03-10-111-1-03-10-118.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-6-0,0-2-0], [6:0-6-0,0-2-0], [8:0-8-13,Edge], [10:0-4-0,0-1-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.52 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.17 0.03 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-8-3, Right 2x6 SPF No.2 2-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except 2-0-0 oc purlins (4-7-7 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 2=0-5-8 Max Horz 2=-63(LC 4) Max Uplift 8=-260(LC 9), 2=-302(LC 8) Max Grav 8=1100(LC 1), 2=1221(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1550/437, 4-5=-2074/646, 5-6=-2074/646, 6-8=-1525/419 BOT CHORD 2-12=-372/1172, 10-12=-371/1177, 9-10=-311/1153, 8-9=-313/1149 WEBS 4-12=-3/278, 4-10=-360/1018, 5-10=-624/288, 6-10=-374/1045, 6-9=0/271 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 8 and 302 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 57 lb up at 4-2-8, 70 lb down and 55 lb up at 5-11-12, 70 lb down and 55 lb up at 7-11-12, 70 lb down and 55 lb up at 9-11-12, 70 lb down and 55 lb up at 11-11-12, 70 lb down and 55 lb up at 13-11-12, 70 lb down and 55 lb up at 15-11-12, and 70 lb down and 55 lb up at 17-11-12, and 66 lb down and 62 lb up at 19-8-8 on top chord, and 83 lb down and 65 lb up at 1-11-12, 32 lb down and 28 lb up at 4-3-4, 32 lb down and 28 lb up at 5-11-12, 32 lb down and 28 lb up at 7-11-12, 32 lb down and 28 lb up at 9-11-12, 32 lb down and 28 lb up at 11-11-12, 32 lb down and 28 lb up at 13-11-12, 32 lb down and 28 lb up at 15-11-12, 32 lb down and 28 lb up at 17-11-12, and 32 lb down and 28 lb up at 19-11-12, and 32 lb down and 28 lb up at 21-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 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.).Continued on page 2 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG11 Truss Type HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188471 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-xyds68iY?h7DoToOdJoX8R07QUHyM0GYcybYbAytpzn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-8=-60, 2-8=-20 Concentrated Loads (lb) Vert: 4=-18(F) 6=-18(F) 11=-11(F) 12=-11(F) 10=-11(F) 5=-18(F) 13=-18(F) 14=-18(F) 15=-18(F) 16=-18(F) 17=-18(F) 18=-18(F) 19=-81(F) 20=-11(F) 21=-11(F) 22=-11(F) 23=-11(F) 24=-11(F) 25=-11(F) 26=-11(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 6_ESTATES_AT_TOWNE_M~W Truss TG12 Truss Type HALF HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188472 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-P8BFJUjAm_F4QdNaB1JmhfZQJul25clhrcK57cytpzm Scale = 1:14.6 1 2 3 4 7 6 5 8 4x8 3x4 4x6 3x4 3x4 3x4 1-3-101-3-10 3-2-01-10-6 -1-0-0 1-0-0 1-3-10 1-3-10 3-2-0 1-10-6 1-3-02-4-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-6-4,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-5-8 Max Horz 7=64(LC 5) Max Uplift 5=-44(LC 5), 7=-35(LC 8) Max Grav 5=105(LC 31), 7=197(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 5 and 35 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 10 lb up at 1-3-10, and 40 lb down and 20 lb up at 1-7-7 on top chord, and 10 lb down and 23 lb up at 1-3-10, and 17 lb down and 22 lb up at 1-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 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.). 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 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG13 Truss Type HALF HIP GIRDER Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188473 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-LXI?kAlRHcVnfxXzJRLEm4empiQXZWE_IwpCBUytpzk Scale = 1:14.7 1 2 3 4 7 6 5 8 4x8 3x4 4x6 3x4 3x4 3x4 1-4-01-4-0 3-2-01-10-0 -1-0-0 1-0-0 1-4-0 1-4-0 3-2-0 1-10-0 1-3-02-4-510.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-6-4,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=65(LC 5) Max Uplift 5=-45(LC 5), 7=-35(LC 8) Max Grav 5=106(LC 31), 7=197(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 10 lb up at 1-4-0, and 41 lb down and 21 lb up at 1-7-14 on top chord, and 10 lb down and 23 lb up at 1-4-0, and 17 lb down and 22 lb up at 1-7-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 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.). 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 July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss TG14 Truss Type HALF HIP GIRDER Qty 2 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188474 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-pjsNxWl32vdeH569s9sTIHBwU6mMIzK8XaZlkxytpzj Scale = 1:14.5 1 2 3 4 7 6 5 8 9 4x8 3x4 4x6 3x4 3x4 3x4 1-3-131-3-13 4-6-03-2-3 -1-0-0 1-0-0 1-3-13 1-3-13 4-6-0 3-2-3 1-3-02-4-310.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-6-4,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 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 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=64(LC 5) Max Uplift 5=-33(LC 5), 7=-19(LC 8) Max Grav 5=160(LC 1), 7=248(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 5 and 19 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 42 lb up at 2-6-12 on top chord, and 10 lb down at 1-3-13, and 7 lb down at 2-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 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.). 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 Concentrated Loads (lb) Vert: 6=-3(F) July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V01 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188475 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-IvQl9smhpDlVvFhLQsOirVk_3V0P1PJHmEIJGNytpzi Scale = 1:30.5 1 2 3 5 4 6 7 3x6 4x6 3x4 3x4 2x4 9-3-99-3-9 5-6-1 5-6-1 9-3-9 3-9-8 0-0-44-7-11-5-210.00 12 Plate Offsets (X,Y)-- [1:0-0-0,Edge], [2:0-3-12,0-1-8], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.44 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-3-9, 4=9-3-9, 5=9-3-9 Max Horz 1=90(LC 7) Max Uplift 1=-27(LC 11), 4=-52(LC 11) Max Grav 1=205(LC 18), 4=160(LC 24), 5=404(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-261/52 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) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 6-2-5, Exterior(2E) 6-2-5 to 9-2-5 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1 and 52 lb uplift at joint 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V02 Truss Type VALLEY Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188476 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-IvQl9smhpDlVvFhLQsOirVk1tV3_1QZHmEIJGNytpzi Scale = 1:22.2 1 2 3 4 5 6 3x4 3x4 3x4 2x4 0-0-50-0-5 7-9-127-9-7 3-10-14 3-10-14 7-9-12 3-10-14 0-0-43-3-10-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.21 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-9-2, 3=7-9-2, 4=7-9-2 Max Horz 1=-54(LC 6) Max Uplift 1=-13(LC 11), 3=-20(LC 11) Max Grav 1=164(LC 1), 3=165(LC 1), 4=250(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 4-6-5, Exterior(2E) 4-6-5 to 7-6-5 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 20 lb uplift at joint 3. 5) Non Standard bearing condition. Review required. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V03 Truss Type VALLEY Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188477 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-m6_7MCnJaXtMWOGX_avxOiGHZvNHmtUR_u2sopytpzh Scale = 1:12.4 1 2 3 3x4 3x4 3x4 4-7-14-7-1 4-7-50-0-4 2-3-11 2-3-11 4-7-5 2-3-10 0-0-41-11-10-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-0,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.33 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-6-12, 3=4-6-12 Max Horz 1=-30(LC 6) Max Grav 1=161(LC 1), 3=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V04 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188478 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-iU6untoZ6874miPw5?xPT7McUj7VEl4jSCXztiytpzf Scale = 1:71.0 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 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 27-2-927-2-9 13-7-4 13-7-4 27-2-9 13-7-5 0-0-411-4-10-0-410.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [7:0-2-0,0-1-4], [10:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.09 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 7-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-19, 6-20, 8-18 REACTIONS.All bearings 27-2-9. (lb) - Max Horz 1=-198(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 20, 22, 23, 24, 25, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 19, 20, 22, 23, 24, 13, 18, 17, 16, 15 except 25=275(LC 17), 14=275(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 0-4-9 to 3-7-4, Interior(1) 3-7-4 to 10-7-4, Exterior(2R) 10-7-4 to 16-7-4, Interior(1) 16-7-4 to 23-7-4, Exterior(2E) 23-7-4 to 26-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 20, 22, 23, 24, 25, 18, 17, 16, 15, 14. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V05 Truss Type VALLEY Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188479 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-AhgG_DpBtSFxNs_6fiSe?LumE7RHzAAthrGWP8ytpze Scale = 1:62.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 4x6 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-11-1323-11-13 24-0-20-0-5 12-0-1 12-0-1 24-0-2 12-0-1 0-0-410-0-10-0-410.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.19 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-11-9. (lb) - Max Horz 1=173(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 8 except 11=-102(LC 10), 9=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=252(LC 20), 11=345(LC 17), 12=348(LC 17), 9=344(LC 18), 8=348(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-269/152, 2-12=-254/138, 5-9=-268/152, 6-8=-251/137 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) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 9-0-1, Exterior(2R) 9-0-1 to 15-0-1, Interior(1) 15-0-1 to 20-7-5, Exterior(2E) 20-7-5 to 23-7-5 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 8 except (jt=lb) 11=102, 9=102. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V06 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188480 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-etDeCZqqelNo?0ZJDQztYYRxqWnKieu0vV04xbytpzd Scale = 1:52.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-9-1220-9-12 10-4-14 10-4-14 20-9-12 10-4-14 0-0-48-8-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.13 0.17 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: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 20-9-12. (lb) - Max Horz 1=-149(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-106(LC 10), 9=-106(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=361(LC 17), 13=277(LC 17), 9=360(LC 18), 8=278(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-277/156, 5-9=-277/156 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) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 7-4-14, Exterior(2R) 7-4-14 to 13-4-14, Interior(1) 13-4-14 to 17-4-15, Exterior(2E) 17-4-15 to 20-4-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 11=106, 9=106. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V07 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188481 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-aFLPdFs4ANdWEJjhKq0LdzWGHKSNAYGJNpVB0Tytpzb Scale = 1:44.4 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-7-517-7-5 8-9-11 8-9-11 17-7-5 8-9-10 0-0-47-4-10-0-410.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.22 0.17 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: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-7-5. (lb) - Max Horz 1=-126(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 9=-123(LC 10), 6=-123(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=421(LC 17), 6=420(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-318/169, 4-6=-318/169 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) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-9-11, Exterior(2R) 5-9-11 to 11-9-11, Interior(1) 11-9-11 to 14-3-1, Exterior(2E) 14-3-1 to 17-3-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 9 and 123 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V08 Truss Type GABLE Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188482 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-3SvnqbsixglNsTIuuYXaAA3Qukqgv?DSbTEkYvytpza Scale = 1:38.1 1 2 3 4 5 8 7 6 9 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 14-4-1514-4-15 7-2-8 7-2-8 14-4-15 7-2-7 0-0-46-0-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.09 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: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-15. (lb) - Max Horz 1=102(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-103(LC 10), 6=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=333(LC 17), 6=333(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-250/142, 4-6=-250/142 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) 0-4-9 to 3-2-8, Interior(1) 3-2-8 to 4-2-8, Exterior(2R) 4-2-8 to 10-2-8, Interior(1) 10-2-8 to 11-0-6, Exterior(2E) 11-0-6 to 14-0-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=103, 6=102. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V09 Truss Type VALLEY Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188483 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-?q1XFHuyTI045nSG0zZ2Fb8ihXSoNw5l3njrdoytpzY Scale = 1:30.0 1 2 3 4 5 6 3x8 5x6 3x8 2x4 0-0-50-0-5 11-2-911-2-4 5-7-4 5-7-4 11-2-9 5-7-5 0-0-44-8-10-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.31 0.10 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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-1-15, 3=11-1-15, 4=11-1-15 Max Horz 1=-79(LC 6) Max Uplift 1=-2(LC 10), 3=-10(LC 11) Max Grav 1=209(LC 1), 3=209(LC 1), 4=419(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 7-10-0, Exterior(2E) 7-10-0 to 10-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Non Standard bearing condition. Review required. 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V10 Truss Type VALLEY Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188484 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-T1bvTcvaEb8xjx1SZg4HophuhxpO6OEvIRTO9EytpzX Scale = 1:22.7 1 2 3 4 5 6 3x4 3x4 3x4 2x4 7-11-137-11-13 8-0-20-0-5 4-0-1 4-0-1 8-0-2 4-0-1 0-0-43-4-10-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.22 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-9, 3=7-11-9, 4=7-11-9 Max Horz 1=-55(LC 6) Max Uplift 1=-13(LC 11), 3=-20(LC 11) Max Grav 1=169(LC 1), 3=169(LC 1), 4=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 4-8-11, Exterior(2E) 4-8-11 to 7-8-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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.). July 28,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 6_ESTATES_AT_TOWNE_M~W Truss V11 Truss Type Valley Qty 1 Ply 1 6 Estates at Towne Meadow Job Reference (optional) I42188485 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 27 15:37:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-xD8IgyvD_vGoL5bf7ObWK0D8ZLBwrrx2W5CxhhytpzW Scale = 1:12.8 1 2 3 4 3x4 3x4 3x4 2x4 4-9-124-9-12 2-4-14 2-4-14 4-9-12 2-4-14 0-0-42-0-10-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.07 0.02 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: 10 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 4-9-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-9-12, 3=4-9-12, 4=4-9-12 Max Horz 1=-32(LC 8) Max Uplift 1=-8(LC 11), 3=-11(LC 11) Max Grav 1=96(LC 1), 3=96(LC 1), 4=146(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). July 28,2020 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