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HomeMy WebLinkAbout15 Estates at Towne Meadow - Seals16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). April 28,2021 Liu, Xuegang Pages or sheets covered by this seal: I45868371 thru I45868451 My license renewal date for the state of Indiana is July 31, 2022. 15_Estates_at_Towne_Meadow 15 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 Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868371 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-6Bqw7HZMFI0nz7Q5E?4v6vM46SBPv03mTQPScrzMDGw Scale = 1:56.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 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 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-5-020-5-0 -1-0-0 1-0-0 10-2-8 10-2-8 20-5-0 10-2-8 21-5-0 1-0-0 1-2-08-9-141-2-09.00 12 Plate Offsets (X,Y)-- [22:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.11 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 297 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 10-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 20-5-0. (lb) - Max Horz 25=-211(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 20, 21, 23, 18, 17, 16, 15 except 24=-109(LC 5) Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 20, 21, 23, 24, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 20, 21, 23, 18, 17, 16, 15 except (jt=lb) 24=109. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868372 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-aNOILda_0c8ebG?Hoib8e7uGBsXIeU8vi48?8IzMDGv Scale = 1:38.4 Sheet FrontFull 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 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-6-013-6-0 -1-0-0 1-0-0 6-9-0 6-9-0 13-6-0 6-9-0 14-6-0 1-0-0 1-1-85-10-141-1-88.50 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.07 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 150 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 13-6-0. (lb) - Max Horz 20=-142(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-142(LC 4), 12=-102(LC 5), 19=-145(LC 5), 13=-116(LC 4) 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-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=142, 12=102, 19=145, 13=116. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868373 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-2ayhYzbcnwGVDQZUMQ6NBKRRcGtLNwk2xkuZgkzMDGu Scale = 1:41.2 Sheet FrontFull Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 2x4 3x4 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 1-2-06-8-61-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.08 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 179 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 20=-161(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14, 13 except 20=-101(LC 4), 19=-107(LC 5) 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-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14, 13 except (jt=lb) 20=101, 19=107. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868374 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-WmV3mJbFYDOMqa8gv7ecjY_cRfDe6OLC9Od6DAzMDGt Scale = 1:41.5 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 2x4 3x4 4x6 2x4 3x4 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 1-2-06-4-101-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.08 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 164 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 20=-154(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14 except 20=-129(LC 4), 19=-133(LC 5), 13=-110(LC 4) 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-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14 except (jt=lb) 20=129, 19=133, 13=110. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J01 Truss Type Jack-Open Girder Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868375 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-_y3RzfctJXWDSkjsTr9rGlWn?3Y6rsCLO2NflczMDGs Scale = 1:14.9 1 2 3 7 6 8 4 5 2x4 2x4 4x6 2x4 1-8-01-8-0 4-0-02-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 4-0-0 2-4-0 1-2-02-5-02-1-82-5-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.19 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.04 (loc) 6 6 4 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=87(LC 5) Max Uplift 7=-45(LC 5), 4=-33(LC 4), 5=-7(LC 5) Max Grav 7=230(LC 1), 4=89(LC 1), 5=67(LC 2) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 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) 32 lb down and 36 lb up at 2-0-12 on top chord, and 3 lb down and 13 lb up at 2-0-12 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=-2(F) April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J02 Truss Type Jack-Open Girder Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868376 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-_y3RzfctJXWDSkjsTr9rGlWn23YDrsELO2NflczMDGs Scale = 1:14.9 1 2 3 7 6 8 4 5 2x4 2x4 4x6 2x4 1-8-01-8-0 4-0-02-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 4-0-0 2-4-0 1-2-02-5-02-1-82-5-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.18 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.04 (loc) 6 6 4 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 7=87(LC 5) Max Uplift 7=-43(LC 5), 4=-32(LC 3), 5=-6(LC 5) Max Grav 7=227(LC 1), 4=88(LC 1), 5=67(LC 2) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4, 5. 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) 29 lb down and 15 lb up at 1-8-0, and 34 lb down and 26 lb up at 2-0-12 on top chord, and 2 lb up at 1-8-0, and 2 lb down and 16 lb up at 2-0-12 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(B) April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J03 Truss Type Jack-Open Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868377 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-S8dpA?dV4re44uI31Yg4pz3zwTwaaJcVdi7DH3zMDGr Scale = 1:15.1 1 4 2 3 2x4 2x4 2-0-02-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=52(LC 6) Max Uplift 2=-38(LC 6), 3=-1(LC 6) Max Grav 4=75(LC 1), 2=54(LC 1), 3=37(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J04 Truss Type Jack-Open Qty 3 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868378 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-S8dpA?dV4re44uI31Yg4pz3yGTwMaJcVdi7DH3zMDGr Scale = 1:15.1 1 2 5 3 4 2x4 2x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=84(LC 6) Max Uplift 5=-10(LC 6), 3=-32(LC 6), 4=-5(LC 6) Max Grav 5=161(LC 1), 3=39(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J05 Truss Type Jack-Open Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868379 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-wLBBOKe7q8mwh2tFbGBJLAc6etECJmsesMsmpVzMDGq Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-5-152-5-15 -1-6-1 1-6-1 2-5-15 2-5-15 1-2-02-4-155.98 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-14, 3=Mechanical, 4=Mechanical Max Horz 5=85(LC 6) Max Uplift 5=-42(LC 6), 3=-25(LC 6) Max Grav 5=223(LC 1), 3=41(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J06 Truss Type Jack-Open Girder Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868380 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-OXlabgelbSunJBSR8ziYuO8HjHYE25mo40cJMxzMDGp Scale = 1:15.1 1 2 3 4 7 6 5 2x4 2x4 2x4 5x6 1-0-0 1-0-0 1-8-0 0-8-0 1-11-4 0-3-4 2-0-0 0-0-12 -1-0-0 1-0-0 1-8-0 1-8-0 2-0-0 0-4-0 1-2-02-5-09.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.23 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.13 (loc) 6-7 6-7 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 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-8, 5=Mechanical, 3=Mechanical Max Horz 7=87(LC 5) Max Uplift 7=-117(LC 13), 5=-562(LC 5) Max Grav 7=151(LC 1), 5=16(LC 2), 3=642(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=0/654 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=117, 5=562. 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) 20 lb down and 26 lb up at 2-0-0 on top chord, and 10 lb down at 1-8-0 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-1(B) 6=-2(B) April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J07 Truss Type Jack-Open Qty 7 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868381 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-OXlabgelbSunJBSR8ziYuO8IKHab2D5o40cJMxzMDGp Scale = 1:16.4 1 2 5 3 4 2x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-2-02-8-02-2-82-8-09.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=94(LC 6) Max Uplift 3=-37(LC 6), 4=-10(LC 6) Max Grav 5=161(LC 1), 3=39(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J08 Truss Type Jack-Open Qty 2 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868382 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-tjJyp0fNMm0exL1eihDnQbhUKgxXngLxJgLtuOzMDGo Scale = 1:9.9 1 2 5 3 4 3x6 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-01-5-01-0-131-5-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=43(LC 6) Max Uplift 5=-41(LC 4), 3=-15(LC 6) Max Grav 5=161(LC 1), 3=40(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J09 Truss Type Jack-Open Structural Gable Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868383 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-tjJyp0fNMm0exL1eihDnQbhTlgxGngLxJgLtuOzMDGo Scale = 1:15.0 1 2 5 3 4 2x4 2x4 2-5-152-5-15 -1-6-4 1-6-4 2-5-15 2-5-15 1-2-02-4-150-4-102-0-42-4-155.98 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-7-7, 4=Mechanical Max Horz 5=57(LC 6) Max Uplift 3=-22(LC 6), 5=-49(LC 6) Max Grav 3=40(LC 1), 5=225(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J10 Truss Type Jack-Open Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868384 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-LwtK0Mg?738VYVcqGOl0zpEex4HIW7b4YK5QQqzMDGn Scale = 1:9.9 1 2 5 3 4 3x6 2-9-152-9-15 -1-5-0 1-5-0 2-9-15 2-9-15 0-9-01-5-02.83 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=42(LC 6) Max Uplift 5=-63(LC 4), 3=-17(LC 6) Max Grav 5=224(LC 1), 3=58(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J11 Truss Type Jack-Open Qty 5 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868385 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-LwtK0Mg?738VYVcqGOl0zpEcu4HvW7p4YK5QQqzMDGn Scale: 1/2"=1' 1 2 3 4 10 9 8 7 5 6 2x4 3x4 2x4 2x4 3x4 3x8 4x6 1-2-121-2-12 2-5-81-2-12 4-0-01-6-8 -1-0-0 1-0-0 1-2-12 1-2-12 2-5-8 1-2-12 4-0-0 1-6-8 1-2-04-2-03-6-03-8-80-8-09.00 12 Plate Offsets (X,Y)-- [7:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.29 0.02 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 0.02 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 5=Mechanical, 6=Mechanical Max Horz 10=139(LC 6) Max Uplift 5=-79(LC 6) Max Grav 10=228(LC 1), 5=128(LC 1), 6=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J12 Truss Type Jack-Open Qty 23 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868386 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-p6RiEiheuNHMAfB0q5GFV0mnHUbAFarEm_q_yGzMDGm Scale: 1/2"=1' 1 2 5 3 4 3x6 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-2-04-2-03-8-84-2-09.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.03 (loc) 4-5 4-5 3 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=139(LC 6) Max Uplift 3=-71(LC 6) Max Grav 5=229(LC 1), 3=102(LC 1), 4=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J13 Truss Type Jack-Open Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868387 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-HI_4R2iGfhPDopmCNpnU2EJz6uyb_15N?eaXVizMDGl Scale = 1:15.0 1 2 5 3 4 2x4 2x4 2-7-102-7-10 -1-4-6 1-4-6 2-7-10 2-7-10 1-1-32-4-150-4-112-0-42-4-155.98 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-7-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-4, 3=Mechanical, 4=Mechanical Max Horz 5=83(LC 6) Max Uplift 5=-37(LC 6), 3=-28(LC 6) Max Grav 5=213(LC 1), 3=51(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J14 Truss Type Jack-Open Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868388 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-HI_4R2iGfhPDopmCNpnU2EJysuyd_15N?eaXVizMDGl Scale = 1:15.0 1 2 5 3 4 2x4 3x4 2-7-102-7-10 -1-6-1 1-6-1 2-7-10 2-7-10 1-1-32-4-155.98 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-7-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-4, 3=Mechanical, 4=Mechanical Max Horz 5=86(LC 6) Max Uplift 5=-44(LC 6), 3=-26(LC 6) Max Grav 5=227(LC 1), 3=47(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J15 Truss Type Jack-Open Qty 4 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868389 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-lVYTeOiuQ_X4QzKPxWIjbRr9KIJXjULXEIJ419zMDGk Scale = 1:9.7 1 2 5 3 4 3x6 1-10-81-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 0-9-01-4-81-0-51-4-84.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 3=Mechanical, 4=Mechanical Max Horz 5=42(LC 6) Max Uplift 5=-41(LC 4), 3=-13(LC 6) Max Grav 5=157(LC 1), 3=35(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss J16 Truss Type Jack-Open Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868390 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-lVYTeOiuQ_X4QzKPxWIjbRr8BIJ7jULXEIJ419zMDGk Scale = 1:9.7 1 2 5 3 4 3x6 2-7-132-7-13 -1-5-0 1-5-0 2-7-13 2-7-13 0-9-01-4-80-3-151-0-91-4-82.83 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 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 2-7-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-14, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 6) Max Uplift 5=-64(LC 4), 3=-15(LC 6) Max Grav 5=218(LC 1), 3=51(LC 1), 4=45(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss M01 Truss Type Monopitch Qty 6 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868391 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Dh6rskjWBIfx16vbVEpy7fOClhbzSwbgTy3eZbzMDGj Scale = 1:17.6 1 2 3 5 4 3x8 3x6 3x6 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-9-02-9-04.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.62 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 4-5 4-5 4 l/defl >999 >849 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=85(LC 5) Max Uplift 4=-25(LC 6), 5=-52(LC 4) Max Grav 4=223(LC 1), 5=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-267/155 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss M02 Truss Type Monopitch Qty 9 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868392 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Dh6rskjWBIfx16vbVEpy7fOCchZXSr2gTy3eZbzMDGj Scale = 1:24.9 1 2 3 4 7 6 5 3x4 3x4 4x6 3x4 2x4 5-0-05-0-0 10-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0-9-04-1-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.63 0.36 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 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 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, 7=0-3-0 Max Horz 7=130(LC 5) Max Uplift 5=-43(LC 6), 7=-61(LC 4) Max Grav 5=386(LC 1), 7=463(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/108, 2-7=-391/147 BOT CHORD 6-7=-82/490, 5-6=-82/490 WEBS 3-5=-505/143 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss M03 Truss Type Monopitch Qty 7 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868393 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-htgD33k8ycnofGUn3xKBgsxNM5vmBIHqhcoB51zMDGi Scale = 1:24.9 1 2 3 4 7 6 5 3x4 3x4 4x6 3x4 2x4 5-0-05-0-0 10-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0-9-04-1-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.63 0.36 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 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 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, 7=0-3-0 Max Horz 7=130(LC 5) Max Uplift 5=-43(LC 6), 7=-61(LC 4) Max Grav 5=386(LC 1), 7=463(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/108, 2-7=-392/147 BOT CHORD 6-7=-82/490, 5-6=-82/490 WEBS 3-5=-505/143 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss M04 Truss Type Monopitch Qty 2 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868394 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-htgD33k8ycnofGUn3xKBgsxNM5vmBIHqhcoB51zMDGi Scale = 1:24.9 1 2 3 4 7 6 5 3x4 3x4 4x6 3x4 2x4 5-0-05-0-0 10-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0-9-04-1-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.63 0.36 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 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 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, 7=0-3-0 Max Horz 7=130(LC 5) Max Uplift 5=-43(LC 6), 7=-61(LC 4) Max Grav 5=386(LC 1), 7=463(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/108, 2-7=-392/147 BOT CHORD 6-7=-82/490, 5-6=-82/490 WEBS 3-5=-505/143 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868395 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-94EbHPlmjvvfHQ3_cfrQC4TWeV5SwfizwGYleUzMDGh Scale = 1:23.6 1 2 3 4 6 57891011 3x6 5x6 5x6 3x12 4x8 3x12 4-10-94-10-9 10-0-05-1-7 -1-0-0 1-0-0 4-10-9 4-10-9 10-0-0 5-1-7 0-9-04-1-04.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-12], [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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.72 0.97 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.03 (loc) 2-6 2-6 5 l/defl >999 >789 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size)5=Mechanical, 2=0-3-0 Max Horz 2=122(LC 10) Max Uplift 5=-170(LC 5), 2=-190(LC 3) Max Grav 5=1259(LC 1), 2=1413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2282/265 BOT CHORD 2-6=-259/2072, 5-6=-259/2072 WEBS 3-6=-112/1333, 3-5=-2159/298 NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=170, 2=190. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 361 lb down and 49 lb up at 1-11-4, 366 lb down and 47 lb up at 3-1-4, 366 lb down and 49 lb up at 4-3-4, and 366 lb down and 54 lb up at 6-3-4, and 366 lb down and 60 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-361 8=-366 9=-366 10=-366 11=-366 April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868396 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-eGozUllOUD1WuaeAAMNflH0pHvfFfHf69wHIAwzMDGg Scale = 1:17.8 2 3 4 5 6 9 8 1 7 3x4 2x4 2x4 2x4 4x6 2x4 2x4 9-5-09-5-0 1-10-8 1-10-8 7-6-8 5-8-0 9-5-0 1-10-8 1-3-00-1-40-1-81-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=-26(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 6, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 8 except 9=325(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 6, 8, 9. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868397 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-6SMMi5m1FX9NWkDMk3uuIVZ_CJ_FOkLGNa1riMzMDGf Scale = 1:18.5 2 3 4 5 7 1 6 3x4 3x4 3x4 2x4 4x6 9-5-09-5-0 4-1-8 4-1-8 5-3-8 1-2-0 9-5-0 4-1-8 2-9-00-1-40-1-82-7-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.18 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=-61(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-157(LC 10), 6=-143(LC 11), 2=-153(LC 6), 5=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7 except 2=468(LC 10), 5=435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/84, 4-5=-263/83 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 1, 143 lb uplift at joint 6, 153 lb uplift at joint 2 and 127 lb uplift at joint 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss PB03 Truss Type GABLE Qty 5 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868398 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-6SMMi5m1FX9NWkDMk3uuIVZzFJ_YOk2GNa1riMzMDGf Scale = 1:21.0 2 3 4 6 1 5 4x6 3x4 3x4 2x4 9-5-09-5-0 4-8-8 4-8-8 9-5-0 4-8-8 3-1-110-1-40-1-88.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.27 0.17 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 24 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 9-5-0. (lb) - Max Horz 1=-69(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-209(LC 1), 5=-209(LC 1), 2=-177(LC 6), 4=-167(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=441(LC 1), 4=441(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 209 lb uplift at joint 1, 209 lb uplift at joint 5, 177 lb uplift at joint 2 and 167 lb uplift at joint 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss PB04 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868399 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-afvkvRnf0qHD8uoZInP8qi5AJiJJ7BcPcEmPFozMDGe Scale = 1:17.8 2 3 4 5 7 1 6 3x4 3x4 2x4 2x4 4x6 9-5-09-5-0 3-10-11 3-10-11 5-6-5 1-7-10 9-5-0 3-10-11 2-7-20-1-40-1-82-5-108.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-4-4,0-2-4], [5:0-4-2,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.20 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=-57(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-137(LC 10), 6=-120(LC 11), 2=-137(LC 6), 5=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7 except 2=450(LC 10), 5=408(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/93, 4-5=-273/92 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 1, 120 lb uplift at joint 6, 137 lb uplift at joint 2 and 116 lb uplift at joint 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss PB05 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868400 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-2rT67noHn8P4l1NlrUwNNweKW6gssePZruWynFzMDGd Scale = 1:17.8 2 3 4 5 6 9 8 1 7 3x4 2x4 2x4 2x4 4x6 2x4 2x4 9-5-09-5-0 1-7-11 1-7-11 7-9-5 6-1-10 9-5-0 1-7-11 1-1-20-1-40-1-80-11-108.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=-22(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 8 except 9=329(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 8, 9. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T01 Truss Type Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868401 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-W11UK7ovXSXxNByxPCRcv7BSGWyWb?Xi4XFWJhzMDGc Scale = 1:43.3 1 2 3 4 5 6 12 11 10 9 8 7 5x10 MT18HS 5x10 MT18HS 4x10 3x6 3x6 3x8 2x4 3x8 3x8 4x10 3x6 6-10-86-10-8 11-11-85-1-0 17-0-85-1-0 23-11-06-10-8 -1-0-0 1-0-0 6-10-8 6-10-8 11-11-8 5-1-0 17-0-8 5-1-0 23-11-0 6-10-8 1-1-05-6-25-8-01-1-05-6-28.00 12 Plate Offsets (X,Y)-- [3:0-6-12,0-1-15], [5:0-6-12,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.34 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.03 (loc) 11-12 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 96 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,6-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-3 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-5-8, 7=Mechanical Max Horz 12=145(LC 5) Max Uplift 12=-57(LC 6), 7=-19(LC 7) Max Grav 12=1014(LC 1), 7=936(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1173/135, 3-4=-891/154, 4-5=-895/154, 5-6=-1177/135, 2-12=-939/155, 6-7=-862/115 BOT CHORD 11-12=-139/325, 9-11=-105/1073, 8-9=-105/1073, 7-8=-74/368 WEBS 3-11=0/326, 4-11=-344/122, 4-8=-341/121, 5-8=0/326, 2-11=-129/584, 6-8=-140/570 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T02 Truss Type Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868402 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-_DbsXTpXIlfo?LW7zvyrSLjbbwJkKUXrIB?3r7zMDGb Scale = 1:47.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 5x6 5x8 6x6 3x4 3x6 3x6 3x6 3x4 3x8 3x6 3x6 3x4 4x6 4-8-04-8-0 9-1-84-5-8 14-9-85-8-0 19-3-04-5-8 23-11-04-8-0 4-8-0 4-8-0 9-1-8 4-5-8 14-9-8 5-8-0 19-3-0 4-5-8 23-11-0 4-8-0 24-11-0 1-0-0 1-1-07-0-27-2-01-1-07-0-28.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-2-0,0-3-0], [4:0-3-3,Edge], [6:0-3-0,0-1-12], [9:0-2-8,0-1-8], [13:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.56 0.28 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.03 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-14,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS. (size)14=Mechanical, 8=0-5-8 Max Horz 14=-179(LC 4) Max Uplift 14=-30(LC 6), 8=-66(LC 7) Max Grav 14=943(LC 1), 8=1015(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1177/116, 2-3=-1019/156, 3-4=-801/160, 4-5=-1017/156, 5-6=-1170/116, 1-14=-887/92, 6-8=-959/131 BOT CHORD 11-13=-62/914, 10-11=-37/801, 9-10=0/907 WEBS 3-11=0/283, 4-10=0/281, 1-13=0/723, 6-9=0/752 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T03 Truss Type Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868403 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-SQ9Flpq933nfcV5KXdT4?YGjLKfV3v??XrkcOazMDGa Scale = 1:53.5 1 2 3 4 5 6 13 12 11 10 9 8 7 6x6 4x6 4x6 5x8 3x4 3x6 3x6 3x4 3x4 3x8 3x6 3x4 3x4 5-9-85-9-8 11-4-85-7-0 12-6-81-2-0 18-1-85-7-0 23-11-05-9-8 5-9-8 5-9-8 11-4-8 5-7-0 12-6-8 1-2-0 18-1-8 5-7-0 23-11-0 5-9-8 1-1-08-8-01-1-08-8-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-4-0,0-2-0], [4:0-3-12,0-2-0], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.76 0.31 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.11 0.03 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-13,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (size)13=Mechanical, 7=0-5-8 Max Horz 13=-204(LC 4) Max Uplift 13=-37(LC 6), 7=-37(LC 7) Max Grav 13=945(LC 1), 7=945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1201/114, 2-3=-917/161, 3-4=-689/171, 4-5=-920/161, 5-6=-1199/114, 1-13=-882/93, 6-7=-881/93 BOT CHORD 12-13=-188/266, 10-12=-46/922, 9-10=0/683, 8-9=-4/920, 7-8=-44/268 WEBS 2-10=-331/116, 3-10=-28/255, 4-9=-46/304, 5-9=-324/116, 1-12=0/665, 6-8=0/659 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T04 Truss Type Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868404 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-wcjdy8rnqNvWEfgW4K?JXmpvajq8oEm8mVUAw0zMDGZ Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 6x10 3x6 6x10 3x4 2x4 3x6 6x10 2x4 2x4 3x8 MT18HS 6x6 4x10 5x12 3x6 8x10 3x6 2x4 3x8 2x4 5x8 3x6 3x6 4x6 4x6 3x6 4x6 3x6 3x16 MT18HS 1-4-01-4-02-5-81-1-8 6-10-84-5-0 12-5-85-7-0 19-1-146-8-6 25-9-06-7-2 32-4-26-7-2 39-0-86-8-6 42-4-83-4-0 45-11-03-6-8 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 6-10-8 4-5-0 12-5-8 5-7-0 19-1-14 6-8-6 25-9-0 6-7-2 32-4-2 6-7-2 39-0-8 6-8-6 42-4-8 3-4-0 45-11-0 3-6-8 46-11-0 1-0-0 1-1-05-8-01-1-00-8-05-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-5-12,0-1-4], [7:0-2-8,0-1-8], [12:0-6-0,0-1-8], [14:0-3-0,0-1-8], [17:0-2-8,0-2-0], [18:0-2-8,0-1-8], [25:0-3-8,0-3-4], [26:0-2-8,0-1-8], [27:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.66 0.99 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.85 0.30 (loc) 22-23 22-23 16 l/defl >999 >644 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 202 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* 23-25,9-23,9-19,12-19: 2x4 SPF No.2, 2-30,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-9 max.): 5-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 9-5-3 oc bracing: 26-27 2-2-0 oc bracing: 22-23,19-22. WEBS 1 Row at midpt 9-23, 9-19 REACTIONS. (size)30=0-3-8, 16=0-3-8 Max Horz 30=-136(LC 4) Max Uplift 30=-161(LC 5), 16=-161(LC 4) Max Grav 30=1892(LC 1), 16=1893(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1536/156, 3-4=-2840/348, 4-5=-2785/347, 5-6=-3506/495, 6-7=-3501/497, 7-9=-3810/511, 9-10=-3260/447, 10-12=-3261/447, 12-13=-2412/303, 13-14=-2254/233, 2-30=-1796/199, 14-16=-1824/214 BOT CHORD 26-27=-387/2429, 25-26=-325/2266, 22-23=-512/3853, 19-22=-512/3853, 18-19=-172/1988, 17-18=-132/1812 WEBS 6-25=-367/160, 3-29=-1665/232, 27-29=-260/1406, 3-27=-219/1614, 5-26=0/256, 5-25=-312/1661, 23-25=-520/3731, 7-25=-425/108, 9-22=0/252, 9-19=-794/148, 10-19=-405/169, 12-19=-288/1665, 13-18=-124/320, 13-17=-402/69, 2-29=-98/1259, 14-17=-129/1666 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) except (jt=lb) 30=161, 16=161. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T05 Truss Type Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868405 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-t?rNNqs2M_9ETzqvCl1ncBuEKXZmG72RDpzG_vzMDGX Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 6x8 3x6 6x8 3x4 2x4 3x6 5x12 2x4 2x4 3x8 MT18HS 5x6 4x10 5x12 3x6 5x12 3x6 2x4 3x8 2x4 5x8 3x6 3x6 3x8 4x6 3x6 5x6 3x6 1-4-01-4-02-5-81-1-8 9-1-86-8-0 12-5-83-4-0 18-7-26-1-10 24-7-86-0-6 30-7-146-0-6 36-9-86-1-10 41-3-04-5-8 45-11-04-8-0 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 9-1-8 6-8-0 12-5-8 3-4-0 18-7-2 6-1-10 24-7-8 6-0-6 30-7-14 6-0-6 36-9-8 6-1-10 41-3-0 4-5-8 45-11-0 4-8-0 46-11-0 1-0-0 1-1-07-2-01-1-00-8-07-2-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-1-12], [5:0-4-12,0-1-12], [7:0-2-8,0-1-8], [11:0-4-8,0-1-12], [13:0-3-0,0-1-12], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [24:0-4-12,0-2-8] , [25:0-2-8,0-1-8], [26:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.71 0.78 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.60 0.27 (loc) 21-22 21-22 15 l/defl >999 >906 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-29,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-1 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 9-1-10 oc bracing. WEBS 1 Row at midpt 7-24, 9-22, 9-19 REACTIONS. (size)29=0-3-8, 15=0-3-8 Max Horz 29=-171(LC 4) Max Uplift 29=-112(LC 5), 15=-112(LC 4) Max Grav 29=1892(LC 1), 15=1893(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1532/148, 3-4=-2855/292, 4-5=-2709/281, 5-6=-2648/330, 6-7=-2644/331, 7-9=-2947/366, 9-10=-2710/343, 10-11=-2711/343, 11-12=-2401/288, 12-13=-2395/233, 2-29=-1797/194, 13-15=-1824/214 BOT CHORD 25-26=-400/2523, 24-25=-279/2162, 21-22=-352/3035, 19-21=-352/3035, 17-19=-120/1945, 16-17=-85/1920 WEBS 6-24=-271/143, 3-28=-1629/198, 26-28=-255/1384, 3-26=-242/1763, 4-25=-376/188, 5-25=0/309, 5-24=-260/1108, 22-24=-364/2891, 7-24=-494/141, 9-19=-537/118, 10-19=-373/159, 11-19=-231/1204, 12-16=-266/72, 2-28=-58/1226, 13-16=-87/1700 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) except (jt=lb) 29=112, 15=112. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T06 Truss Type HIP Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868406 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-LBOlbAtg7II556P5mSY09ORMuxws?cgbSTiqXLzMDGW Scale = 1:85.0 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 5x10 MT18HS 3x6 5x8 3x4 2x4 3x6 3x6 2x4 3x6 5x6 4x8 5x12 4x8 4x8 5x8 3x6 2x4 3x8 4x8 3x6 3x8 4x6 3x6 6x6 3x8 1-4-0 1-4-0 2-5-8 1-1-8 11-4-8 8-11-0 12-5-8 1-1-0 19-10-4 7-4-12 27-1-12 7-3-8 34-6-8 7-4-12 40-1-8 5-7-0 45-11-0 5-9-8 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 11-4-8 8-11-0 12-5-8 1-1-0 19-10-4 7-4-12 27-1-12 7-3-8 34-6-8 7-4-12 40-1-8 5-7-0 45-11-0 5-9-8 46-11-0 1-0-0 1-1-08-8-01-1-00-8-08-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-1-12], [5:0-6-0,0-1-8], [7:0-2-8,0-1-8], [10:0-5-4,0-2-4], [15:0-2-8,0-1-8], [20:0-4-0,0-1-12], [22:0-5-0,0-3-0], [24:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.91 0.66 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.59 0.25 (loc) 23-24 23-24 14 l/defl >999 >924 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 221 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-24: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-22,9-20,9-16: 2x4 SPF No.2, 2-27,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-8-6 max.): 5-10. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-23, 7-22, 7-20, 9-20, 9-16, 6-23 REACTIONS. (size)27=0-3-8, 14=0-3-8 Max Horz 27=-207(LC 4) Max Uplift 27=-64(LC 6), 14=-64(LC 7) Max Grav 27=1894(LC 1), 14=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1528/140, 3-4=-2876/244, 4-5=-2634/269, 5-6=-2088/283, 6-7=-2164/299, 7-9=-2481/337, 9-10=-1879/280, 10-11=-2339/292, 11-12=-2474/236, 2-27=-1821/189, 12-14=-1825/214 BOT CHORD 23-24=-410/2627, 22-23=-256/2153, 18-20=-210/2440, 16-18=-210/2440, 15-16=-73/1975, 14-15=-11/282 WEBS 4-24=-329/217, 6-22=-184/562, 3-26=-1600/158, 24-26=-247/1366, 3-24=-274/1920, 4-23=-579/292, 5-23=-207/1121, 20-22=-251/2447, 7-22=-560/177, 9-18=0/283, 9-16=-934/212, 10-16=-39/871, 12-15=-63/1712, 2-26=-34/1244, 6-23=-852/428 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 12% 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) 27, 14. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T07 Truss Type Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868407 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-HaWW?svwfvYpKQZUttaUEpWnqkcCTZatvnBxbDzMDGU Scale = 1:85.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 4x6 6x8 3x6 5x8 3x6 3x4 2x4 3x6 2x4 2x4 3x6 6x6 4x10 5x12 3x6 3x6 4x8 6x8 3x8 2x4 2x4 3x8 3x8 3x6 3x8 4x6 3x6 6x6 3x6 1-4-0 1-4-0 2-5-8 1-1-8 7-5-8 5-0-0 12-5-8 5-0-0 13-7-8 1-2-0 19-10-9 6-3-1 26-0-7 6-1-13 32-3-8 6-3-1 39-0-0 6-8-8 45-11-0 6-11-0 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 7-5-8 5-0-0 12-5-8 5-0-0 13-7-8 1-2-0 19-10-9 6-3-1 26-0-7 6-1-13 32-3-8 6-3-1 39-0-0 6-8-8 45-11-0 6-11-0 46-11-0 1-0-0 1-1-010-2-01-1-00-8-010-2-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-1-10,Edge], [8:0-5-8,0-1-12], [12:0-4-12,0-2-0], [18:0-2-8,0-1-8], [24:0-2-8,0-2-0], [26:0-2-8,0-3-4], [27:0-2-8,0-1-8], [28:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.56 0.67 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.45 0.24 (loc) 21-23 21-23 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-23,10-23,10-19,2-31,15-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-11 max.): 8-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-25, 8-24, 9-23, 10-23, 10-19, 13-19 REACTIONS. (size)31=0-3-8, 17=0-3-8 Max Horz 31=-242(LC 4) Max Uplift 31=-77(LC 6), 17=-77(LC 7) Max Grav 31=1892(LC 1), 17=1893(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1540/139, 3-5=-2842/220, 5-6=-2770/256, 6-7=-2440/304, 7-8=-2281/353, 8-9=-2087/320, 9-10=-2087/320, 10-12=-1790/293, 12-13=-2253/298, 13-15=-2517/237, 2-31=-1799/183, 15-17=-1812/216 BOT CHORD 30-31=-225/256, 27-28=-328/2448, 26-27=-213/2243, 23-24=-163/1784, 21-23=-124/2088, 19-21=-124/2088, 18-19=-59/1997, 17-18=-31/414 WEBS 3-30=-1648/148, 28-30=-255/1404, 3-28=-149/1642, 6-27=0/258, 6-26=-423/119, 24-26=-179/1997, 8-26=-145/1218, 8-24=-738/142, 8-23=-181/668, 9-23=-373/156, 10-19=-680/195, 12-19=-31/788, 13-19=-287/142, 2-30=-66/1247, 15-18=-30/1596 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 15 = 16% 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) 31, 17. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T08 Truss Type Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868408 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-lm4uDCvYQDggya8gRb5jn13vC8zSC2W18RxU7gzMDGT Scale = 1:92.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x10 MT18HS 5x10 MT18HS 3x6 3x8 3x6 3x6 3x8 3x8 2x4 3x8 3x8 3x6 3x8 4x8 3x8 4x8 3x6 3x6 8-0-88-0-8 15-10-87-10-0 22-11-87-1-0 30-0-87-1-0 37-10-87-10-0 45-11-08-0-8 -1-0-0 1-0-0 8-0-8 8-0-8 15-10-8 7-10-0 22-11-8 7-1-0 30-0-8 7-1-0 37-10-8 7-10-0 45-11-0 8-0-8 46-11-0 1-0-0 1-1-011-8-01-1-011-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [5:0-6-0,0-1-8], [7:0-6-0,0-1-8], [10:0-3-0,0-2-0], [13:0-2-8,0-1-8], [20:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.72 0.61 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.13 (loc) 16 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,6-18,6-16,6-15,7-15: 2x4 SPF No.2, 2-21,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-15, 8-15 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=-277(LC 4) Max Uplift 21=-90(LC 6), 12=-90(LC 7) Max Grav 21=1892(LC 1), 12=1892(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2505/233, 4-5=-2138/298, 5-6=-1678/300, 6-7=-1678/300, 7-8=-2138/298, 8-10=-2505/233, 2-21=-1804/220, 10-12=-1804/220 BOT CHORD 20-21=-270/485, 18-20=-147/1974, 16-18=-76/1837, 15-16=-76/1837, 13-15=-39/1974, 12-13=-48/485 WEBS 4-18=-399/164, 5-18=-8/678, 6-18=-458/189, 6-16=0/260, 6-15=-458/189, 7-15=-8/678, 8-15=-399/164, 2-20=0/1499, 10-13=0/1499 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) 21, 12. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868409 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:18:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-i9CeeuxpyqwNBuH2Y08BsS8HCycdgw_KclQbCYzMDGR Scale = 1:84.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 3x6 6x10 5x6 5x6 5x6 3x6 3x6 3x6 3x6 3x8 3x6 3x6 3x8 3x6 4x8 3x6 3x6 3x6 3x8 6x6 3x6 5x6 3x6 7-4-67-4-6 14-6-37-1-14 18-6-34-0-0 20-3-01-8-13 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 7-4-6 7-4-6 14-6-3 7-1-14 18-6-3 4-0-0 20-3-0 1-8-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 46-11-0 1-0-0 1-1-010-9-211-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [5:0-6-8,0-1-12], [7:0-3-8,0-2-8], [9:0-3-8,0-2-8], [13:0-3-0,0-1-12], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [24:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.62 0.82 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.59 0.14 (loc) 19-20 19-20 15 l/defl >999 >921 n/a L/d 240 180 n/a PLATES MT20 Weight: 262 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-24,4-23,10-19,10-17,11-17,11-16,2-24,13-16: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-4 max.): 5-6, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-23, 6-21, 6-20, 8-20, 8-19, 10-19 REACTIONS. (size)25=0-3-8, 15=0-3-8 Max Horz 25=282(LC 5) Max Uplift 25=-112(LC 6), 15=-89(LC 7) Max Grav 25=1894(LC 1), 15=1894(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2529/230, 4-5=-2214/293, 5-6=-1895/301, 6-7=-2092/331, 7-8=-1788/305, 8-9=-1662/296, 9-10=-2076/311, 10-11=-2352/273, 11-13=-2465/215, 2-25=-1810/212, 13-15=-1822/200 BOT CHORD 24-25=-265/450, 23-24=-95/2002, 21-23=-46/1745, 20-21=-25/1901, 19-20=-1/1773, 17-19=-1/1884, 16-17=-57/1970, 15-16=-12/302 WEBS 4-23=-348/143, 5-23=-11/425, 5-21=-160/503, 6-21=-515/125, 6-20=-699/187, 7-20=-92/842, 8-19=-445/184, 9-19=-66/784, 10-19=-429/159, 2-24=-9/1563, 13-16=-49/1689 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 8% 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) 15 except (jt=lb) 25=112. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868410 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-eXJP3Zz3URA5RBRRgRAfxtDX1lHH8o3c33viGRzMDGP Scale = 1:84.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 3x6 5x8 5x6 5x6 5x6 3x6 3x6 3x6 3x6 4x6 3x6 3x6 3x6 4x6 4x8 3x6 4x8 3x6 3x6 3x6 3x8 5x6 3x6 6x6 3x6 4-2-124-2-12 8-2-154-0-4 12-3-34-0-4 16-3-34-0-0 20-3-03-11-13 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 4-2-12 4-2-12 8-2-15 4-0-4 12-3-3 4-0-4 16-3-3 4-0-0 20-3-0 3-11-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1-1-09-3-211-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-5-12,0-2-0], [8:0-3-0,0-2-3], [10:0-3-8,0-2-8], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [21:0-2-8,0-2-0], [23:0-2-8,0-1-8], [24:0-2-8,0-1-8], [25:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.98 0.81 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.63 0.15 (loc) 19-20 19-20 15 l/defl >999 >871 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 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* 8-20,9-20,9-19,10-19: 2x4 SPF No.2, 2-26,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 6-7, 8-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-21, 7-20, 9-20, 9-19, 11-19 REACTIONS. (size)26=0-3-8, 15=Mechanical Max Horz 26=291(LC 5) Max Uplift 26=-112(LC 6), 15=-53(LC 7) Max Grav 26=1895(LC 1), 15=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2358/204, 4-5=-2411/257, 5-6=-2258/294, 6-7=-2116/297, 7-8=-2187/329, 8-9=-1788/305, 9-10=-1664/295, 10-11=-2079/311, 11-12=-2356/273, 12-14=-2474/215, 2-26=-1829/194, 14-15=-1753/162 BOT CHORD 25-26=-261/308, 24-25=-134/1897, 23-24=-93/1952, 21-23=-66/1827, 20-21=-41/2124, 19-20=-10/1774, 17-19=-35/1888, 16-17=-91/1979, 15-16=-45/333 WEBS 4-25=-307/68, 6-23=-40/328, 6-21=-74/724, 7-21=-625/96, 7-20=-829/176, 8-20=-86/883, 9-19=-443/184, 10-19=-65/786, 11-19=-431/160, 2-25=-77/1721, 14-16=-49/1667 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 26=112. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868411 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-6ktnGvzhElIy2L0dE8huU4mio9cEtDnmIjeFptzMDGO Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 6x8 5x8 5x8 5x6 3x6 3x6 3x6 3x6 3x8 3x6 5x6 3x8 3x6 4x8 3x6 3x6 3x6 3x8 5x6 3x6 6x6 3x6 5-1-55-1-5 10-0-34-10-13 14-0-34-0-0 20-3-06-2-13 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 5-1-5 5-1-5 10-0-3 4-10-13 14-0-3 4-0-0 20-3-0 6-2-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1-1-07-7-411-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-2-8,0-3-0], [5:0-4-0,0-1-15], [6:0-4-12,0-2-0], [8:0-3-8,0-2-8], [14:0-2-8,0-1-8], [15:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:0-2-8,0-1-8], [22:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.98 0.89 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.62 0.15 (loc) 17-18 17-18 13 l/defl >999 >878 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-23,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-12 max.): 4-5, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 5-18, 7-18, 7-17, 9-17 REACTIONS. (size)23=0-3-8, 13=Mechanical Max Horz 23=291(LC 5) Max Uplift 23=-112(LC 6), 13=-53(LC 7) 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 2-3=-2437/214, 3-4=-2384/270, 4-5=-2392/297, 5-6=-2254/315, 6-7=-1795/307, 7-8=-1664/295, 8-9=-2078/310, 9-10=-2356/273, 10-12=-2474/214, 2-23=-1825/199, 12-13=-1753/161 BOT CHORD 22-23=-263/317, 21-22=-128/1953, 20-21=-79/1931, 18-20=-88/2403, 17-18=-9/1773, 15-17=-34/1888, 14-15=-91/1979, 13-14=-45/333 WEBS 4-20=-87/985, 5-20=-793/132, 5-18=-946/177, 6-18=-48/836, 7-17=-440/182, 8-17=-61/781, 9-17=-431/159, 2-22=-66/1712, 12-14=-49/1667 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 23=112. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868412 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-awR9TF_J?3QpgVbqnrC70IItZZylcg1vWNOoLJzMDGN Scale = 1:88.0 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 6x10 5x12 5x10 MT18HS 5x6 3x6 3x6 3x8 MT18HS 3x6 4x6 3x6 5x6 3x8 3x6 4x8 3x6 3x6 3x6 3x8 4x6 3x6 6x6 3x6 3-11-133-11-13 7-9-33-9-5 11-9-34-0-0 20-3-08-5-13 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 3-11-13 3-11-13 7-9-3 3-9-5 11-9-3 4-0-0 20-3-0 8-5-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1-1-06-1-411-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-6-0,0-1-15], [6:0-6-0,0-1-8], [8:0-3-4,0-2-4], [14:0-2-8,0-1-8], [15:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:0-2-8,0-1-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.98 0.87 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.59 0.16 (loc) 17-18 17-18 13 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 232 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-23,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-8-8 max.): 4-5, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS. (size)23=0-3-8, 13=Mechanical Max Horz 23=291(LC 5) Max Uplift 23=-112(LC 6), 13=-53(LC 7) 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 2-3=-2330/202, 3-4=-2422/253, 4-5=-2724/304, 5-6=-2309/302, 6-7=-1808/310, 7-8=-1664/295, 8-9=-2077/309, 9-10=-2357/272, 10-12=-2473/213, 2-23=-1830/192, 12-13=-1752/161 BOT CHORD 22-23=-259/295, 21-22=-137/1877, 20-21=-92/1978, 18-20=-140/2742, 17-18=-8/1771, 15-17=-33/1888, 14-15=-90/1979, 13-14=-45/333 WEBS 3-22=-335/74, 4-20=-125/1349, 5-20=-998/190, 5-18=-1142/199, 6-18=0/749, 7-17=-435/177, 8-17=-56/770, 9-17=-433/157, 2-22=-85/1720, 12-14=-49/1667 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 12%, joint 6 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 23=112. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868413 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-26?Xhb?xmMYgIfA0LZkMZVr2HzIWL843l17MtmzMDGM Scale = 1:83.4 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 6x8 5x8 5x6 5x6 3x6 3x4 3x6 3x6 3x8 3x6 5x6 4x6 3x6 4x8 3x6 4x8 3x6 3x6 3x6 3x8 4x6 3x6 6x6 3x6 2-10-52-10-5 5-6-32-7-13 9-6-34-0-0 14-10-105-4-6 20-3-05-4-6 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 2-10-5 2-10-5 5-6-3 2-7-13 9-6-3 4-0-0 14-10-10 5-4-6 20-3-0 5-4-6 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1-1-04-7-411-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-2-8,0-3-0], [5:0-4-0,0-1-15], [7:0-3-8,0-2-8], [9:0-3-8,0-2-8], [15:0-2-8,0-1-8], [16:0-2-8,0-1-8], [21:0-2-8,0-2-0], [22:0-2-8,0-2-8], [23:0-2-8,0-1-8], [24:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.98 0.84 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.68 0.17 (loc) 18-19 18-19 14 l/defl >999 >809 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-19,8-19,8-18,9-18: 2x4 SPF No.2, 2-25,13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-12 max.): 4-5, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 6-19, 8-19, 8-18, 10-18 REACTIONS. (size)25=0-3-8, 14=Mechanical Max Horz 25=291(LC 5) Max Uplift 25=-112(LC 6), 14=-53(LC 7) Max Grav 25=1895(LC 1), 14=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2130/183, 3-4=-2392/234, 4-5=-3091/300, 5-6=-2850/307, 6-7=-2230/321, 7-8=-1789/303, 8-9=-1664/293, 9-10=-2079/308, 10-11=-2356/271, 11-13=-2474/213, 2-25=-1827/187, 13-14=-1753/160 BOT CHORD 24-25=-258/283, 23-24=-150/1716, 22-23=-116/1994, 21-22=-180/3118, 19-21=-66/2290, 18-19=-10/1774, 16-18=-33/1888, 15-16=-90/1979, 14-15=-45/333 WEBS 3-24=-502/64, 3-23=-28/393, 4-22=-128/1648, 5-22=-1145/159, 5-21=-1069/148, 6-21=-37/770, 6-19=-903/178, 7-19=-71/871, 8-18=-443/184, 9-18=-62/785, 10-18=-431/160, 2-24=-89/1634, 13-15=-47/1667 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 25=112. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868414 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-WIZvux0aXggXvplCvGFb6jOD2Nc84a8C_htvPCzMDGL Scale = 1:83.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 5x8 5x6 5x8 5x6 3x6 3x4 3x6 3x8 5x8 3x6 3x6 3x8 3x6 4x8 3x6 3x6 3x6 3x8 4x6 3x6 6x6 3x6 3-3-33-3-3 7-3-34-0-0 13-9-26-5-15 20-3-06-5-15 29-8-09-5-0 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 -1-0-0 1-0-0 3-3-3 3-3-3 7-3-3 4-0-0 13-9-2 6-5-15 20-3-0 6-5-15 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1-1-03-3-211-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-6-0,0-2-0], [6:0-5-4,0-2-4], [8:0-3-8,0-2-8], [14:0-2-8,0-1-8], [15:0-2-8,0-1-8], [20:0-2-8,0-1-8], [21:0-2-8,0-2-8], [22:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.98 1.00 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.71 0.18 (loc) 17-18 17-18 13 l/defl >999 >771 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-23,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-6 max.): 3-4, 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-20, 5-18, 7-18, 7-17, 9-17 REACTIONS. (size)23=0-3-8, 13=Mechanical Max Horz 23=291(LC 5) Max Uplift 23=-112(LC 6), 13=-53(LC 7) 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 2-3=-2249/194, 3-4=-3692/325, 4-5=-3021/296, 5-6=-2256/313, 6-7=-1793/304, 7-8=-1664/293, 8-9=-2079/307, 9-10=-2356/270, 10-12=-2474/212, 2-23=-1843/194, 12-13=-1753/160 BOT CHORD 22-23=-263/305, 21-22=-139/1804, 20-21=-250/3740, 18-20=-88/2435, 17-18=-10/1774, 15-17=-32/1888, 14-15=-89/1979, 13-14=-45/333 WEBS 3-22=-396/55, 3-21=-184/2370, 4-21=-1337/183, 4-20=-1433/178, 5-20=0/725, 5-18=-969/182, 6-18=-51/835, 7-17=-440/182, 8-17=-60/782, 9-17=-431/159, 2-22=-88/1734, 12-14=-47/1667 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 23=112. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868415 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-ThhgJd1q3HwF96ub0hH3B8TdLAKmYTUVR?M0U5zMDGJ Scale = 1:90.3 12 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 2322 21 20 19 18 17 16 5x8 8x8 3x6 5x6 5x6 3x6 3x4 3x6 4x6 8x10 2x4 2x4 4x6 3x6 4x6 3x6 4x8 3x6 4x8 3x6 3x6 3x6 4x6 5x6 3x6 5x6 3x6 1-0-3 1-0-3 3-0-3 2-0-0 5-0-3 2-0-0 10-1-2 5-0-15 15-2-1 5-0-15 20-3-0 5-0-15 29-8-0 9-5-0 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 -1-0-01-0-0 1-0-3 1-0-3 3-0-32-0-0 5-0-32-0-0 10-1-25-0-15 15-2-15-0-15 20-3-05-0-15 24-11-84-8-8 29-8-04-8-8 35-0-35-4-3 40-4-55-4-3 45-11-05-6-11 1-1-01-9-211-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [3:0-6-4,0-1-12], [5:0-4-12,Edge], [9:0-3-12,0-2-0], [11:0-3-12,0-2-0], [15:0-3-0,0-1-8], [17:0-2-8,0-2-0], [18:0-2-8,0-1-8], [23:0-2-8,0-2-0], [24:0-2-8,0-2-0], [27:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.74 0.80 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.77 0.19 (loc) 23 20-21 16 l/defl >999 >713 n/a L/d 240 180 n/a PLATES MT20 Weight: 231 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-28: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-21,10-21,10-20,11-20: 2x4 SPF No.2, 2-28,15-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-14 max.): 3-5, 9-11. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-24, 7-23, 8-21, 10-21, 10-20, 12-20 REACTIONS. (size)28=0-3-8, 16=Mechanical Max Horz 28=291(LC 5) Max Uplift 28=-112(LC 6), 16=-53(LC 7) Max Grav 28=1895(LC 1), 16=1824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1447/130, 3-4=-3270/263, 4-5=-3270/263, 5-7=-3625/305, 7-8=-2795/308, 8-9=-2222/320, 9-10=-1784/299, 10-11=-1658/290, 11-12=-2079/307, 12-13=-2357/270, 13-15=-2472/210, 2-28=-1875/180, 15-16=-1759/158 BOT CHORD 27-28=-266/275, 26-27=-196/1087, 25-26=-374/5283, 24-25=-378/5284, 23-24=-157/2985, 21-23=-56/2251, 20-21=-10/1776, 18-20=-32/1888, 17-18=-89/1982 WEBS 3-27=-860/63, 3-26=-203/2708, 5-26=-2498/185, 5-24=-2393/230, 7-24=-0/819, 7-23=-1012/140, 8-23=-47/764, 8-21=-892/180, 9-21=-81/900, 10-20=-456/183, 11-20=-71/812, 12-20=-441/163, 2-27=-72/1395, 15-17=-64/1758 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 28=112. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868416 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-xtF2Xy2Sqb26mGTnaPoIjL0l6ahzH07egf5Z0XzMDGI Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x6 5x6 3x6 3x6 3x6 3x6 3x8 3x4 3x6 4x8 3x4 4x8 3x6 3x4 3x6 3x8 6x6 3x6 6x6 3x6 5-6-115-6-11 10-10-135-4-3 16-3-05-4-3 25-8-09-5-0 31-0-35-4-3 36-4-55-4-3 41-11-05-6-11 -1-0-0 1-0-0 5-6-11 5-6-11 10-10-13 5-4-3 16-3-0 5-4-3 20-11-8 4-8-8 25-8-0 4-8-8 31-0-3 5-4-3 36-4-5 5-4-3 41-11-0 5-6-11 1-1-011-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3], [8:0-3-0,0-2-3], [14:0-2-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.93 0.74 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.55 0.11 (loc) 17-18 17-18 13 l/defl >999 >906 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-22,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-15 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS. (size)22=0-5-8, 13=Mechanical Max Horz 22=291(LC 5) Max Uplift 22=-90(LC 6), 13=-55(LC 7) Max Grav 22=1735(LC 1), 13=1664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2234/193, 4-5=-2096/250, 5-6=-1811/286, 6-7=-1439/275, 7-8=-1440/275, 8-9=-1812/287, 9-10=-2099/250, 10-12=-2241/194, 2-22=-1665/185, 12-13=-1595/147 BOT CHORD 21-22=-267/336, 20-21=-121/1779, 18-20=-82/1671, 17-18=-28/1488, 15-17=-15/1674, 14-15=-74/1786, 13-14=-45/318 WEBS 5-20=-11/253, 5-18=-438/159, 6-18=-50/639, 7-18=-285/194, 7-17=-284/194, 8-17=-50/639, 9-17=-441/159, 9-15=-11/255, 2-21=-34/1517, 12-14=-33/1487 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 13. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868417 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-tGMoxe4iMCJq0adAiqqmom55cONRlwdx7zag5PzMDGG Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x6 5x6 3x6 3x6 3x6 3x6 3x8 3x4 3x6 4x8 3x4 4x8 3x6 3x4 3x6 3x8 6x6 3x6 6x6 3x6 5-6-115-6-11 10-10-135-4-3 16-3-05-4-3 25-8-09-5-0 31-0-35-4-3 36-4-55-4-3 41-11-05-6-11 -1-0-0 1-0-0 5-6-11 5-6-11 10-10-13 5-4-3 16-3-0 5-4-3 20-11-8 4-8-8 25-8-0 4-8-8 31-0-3 5-4-3 36-4-5 5-4-3 41-11-0 5-6-11 1-1-011-11-01-1-011-11-08.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3], [8:0-3-0,0-2-3], [14:0-2-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.93 0.74 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.55 0.11 (loc) 17-18 17-18 13 l/defl >999 >906 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,7-18,7-17,8-17: 2x4 SPF No.2, 2-22,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-15 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS. (size)22=0-5-8, 13=0-3-8 Max Horz 22=291(LC 5) Max Uplift 22=-90(LC 6), 13=-55(LC 7) Max Grav 22=1735(LC 1), 13=1664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2234/193, 4-5=-2096/250, 5-6=-1811/286, 6-7=-1439/275, 7-8=-1440/275, 8-9=-1812/287, 9-10=-2099/250, 10-12=-2241/194, 2-22=-1665/185, 12-13=-1595/147 BOT CHORD 21-22=-267/336, 20-21=-121/1779, 18-20=-82/1671, 17-18=-28/1488, 15-17=-15/1674, 14-15=-74/1786, 13-14=-45/318 WEBS 5-20=-11/253, 5-18=-438/159, 6-18=-50/639, 7-18=-285/194, 7-17=-284/194, 8-17=-50/639, 9-17=-441/159, 9-15=-11/255, 2-21=-34/1517, 12-14=-33/1487 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 13. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T18 Truss Type Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868418 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-LSwB9_4K7WRgekCMFXM?L_eI8nhZUNp5McKDdszMDGF Scale = 1:79.7 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 3x6 5x6 5x6 3x6 3x6 3x6 3x6 3x8 3x4 3x6 4x8 3x4 4x8 3x6 3x4 3x6 3x8 5x6 3x6 5x6 3x6 5-4-45-4-4 10-5-155-1-12 15-7-115-1-12 26-3-510-7-10 31-5-15-1-12 36-6-125-1-12 41-11-05-4-4 -1-0-0 1-0-0 5-4-4 5-4-4 10-5-15 5-1-12 15-7-11 5-1-12 20-11-8 5-3-13 26-3-5 5-3-13 31-5-1 5-1-12 36-6-12 5-1-12 41-11-0 5-4-4 42-11-0 1-0-0 1-1-011-6-21-1-011-6-28.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-3-0,0-2-3], [8:0-3-0,0-2-3], [12:0-3-0,0-1-8], [15:0-2-8,0-1-8], [22:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.75 0.87 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.78 0.11 (loc) 18-19 18-19 14 l/defl >999 >638 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-19,7-19,7-18,8-18: 2x4 SPF No.2, 2-23,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-6 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-19, 7-18, 9-18 REACTIONS. (size)23=0-5-8, 14=0-3-8 Max Horz 23=272(LC 5) Max Uplift 23=-88(LC 6), 14=-88(LC 7) Max Grav 23=1734(LC 1), 14=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2223/193, 4-5=-2105/251, 5-6=-1844/283, 6-7=-1472/271, 7-8=-1472/271, 8-9=-1844/283, 9-10=-2105/251, 10-12=-2223/193, 2-23=-1666/185, 12-14=-1666/185 BOT CHORD 22-23=-251/332, 21-22=-125/1773, 19-21=-90/1682, 18-19=-40/1542, 16-18=0/1682, 15-16=-41/1773, 14-15=-9/265 WEBS 5-19=-400/158, 6-19=-48/654, 7-19=-308/198, 7-18=-308/198, 8-18=-48/654, 9-18=-400/159, 2-22=-37/1528, 12-15=-37/1528 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 14. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T19 Truss Type Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868419 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-pfUZMK5zuqZXFtnYpEtEuBAWlB6zDriEbG3n9IzMDGE Scale = 1:75.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x10 MT18HS 5x10 MT18HS 3x6 3x6 3x6 3x6 3x8 3x4 3x8 2x4 3x4 3x6 3x8 6x6 3x6 6x6 3x6 6-9-96-9-9 13-4-116-7-1 20-11-87-6-13 28-6-57-6-13 35-1-66-7-2 41-11-06-9-10 -1-0-0 1-0-0 6-9-9 6-9-9 13-4-11 6-7-1 20-11-8 7-6-13 28-6-5 7-6-13 35-1-6 6-7-2 41-11-0 6-9-10 42-11-0 1-0-0 1-1-010-0-21-1-010-0-28.00 12 Plate Offsets (X,Y)-- [5:0-6-8,0-1-12], [7:0-6-8,0-1-12], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.57 0.54 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.33 0.11 (loc) 16 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 189 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,7-16,2-20,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-9 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=237(LC 5) Max Uplift 20=-78(LC 6), 12=-78(LC 7) 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=-2272/214, 4-5=-2003/272, 5-6=-1819/291, 6-7=-1819/291, 7-8=-2003/272, 8-10=-2272/214, 2-20=-1654/201, 10-12=-1654/201 BOT CHORD 19-20=-231/395, 18-19=-157/1794, 16-18=-124/1582, 14-16=-1/1582, 13-14=-41/1794, 12-13=-28/395 WEBS 4-18=-288/140, 5-18=-2/417, 5-16=-173/507, 6-16=-473/208, 7-16=-173/507, 7-14=-2/417, 8-14=-288/140, 2-19=-14/1410, 10-13=-14/1410 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) 20, 12. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T20 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868420 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Hr2xag6bf7hOt1MlNyOTQPjbxbMqyCLOqwpKikzMDGD Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 5x10 MT18HS 3x8 5x8 6x8 3x6 3x8 3x6 3x8 2x4 5x8 4x10 2x4 12x12 3x6 6x6 3x6 11-1-1111-1-11 20-1-119-0-0 29-1-119-0-0 35-10-06-8-5 41-11-06-1-0 -1-0-0 1-0-0 5-8-1 5-8-1 11-1-11 5-5-9 20-1-11 9-0-0 29-1-11 9-0-0 29-11-8 0-9-13 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1-1-08-6-29-0-111-1-08-6-28.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-4], [4:0-6-0,0-1-8], [7:0-3-0,0-3-0], [14:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.92 0.89 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.70 0.15 (loc) 18-19 18-19 12 l/defl >999 >712 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,5-14,8-13,2-19,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-19. WEBS 1 Row at midpt 5-18, 5-14, 7-14, 3-19 REACTIONS. (size)12=0-3-8, 19=0-5-8 Max Horz 19=-215(LC 4) Max Uplift 12=-70(LC 7), 19=-66(LC 6) Max Grav 12=1734(LC 1), 19=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-752/30, 3-4=-2106/256, 4-5=-1700/255, 5-7=-1824/269, 7-8=-2134/333, 8-9=-2222/349, 9-10=-2251/212, 2-19=-594/91, 10-12=-1661/199 BOT CHORD 18-19=-196/1739, 16-18=-158/2172, 14-16=-158/2172, 13-14=0/1647, 12-13=-19/345 WEBS 4-18=0/701, 5-18=-738/185, 5-16=0/348, 5-14=-574/183, 7-14=-1332/274, 8-14=-300/1880, 8-13=-165/256, 9-13=-308/198, 3-19=-1604/226, 10-13=-30/1451 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) 12, 19. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T21 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868421 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-l1cJn07DQRpFVBxxxfvizcGns?jmhewX2aYuEBzMDGC Scale = 1:76.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 6x8 3x12 6x10 5x6 3x4 3x6 3x6 3x8 3x4 4x8 2x4 2x4 5x8 3x6 3x8 5x6 3x6 6x6 3x6 4-6-94-6-9 8-10-114-4-1 17-10-119-0-0 26-10-119-0-0 29-11-83-0-13 35-10-05-10-8 41-11-06-1-0 -1-0-0 1-0-0 4-6-9 4-6-9 8-10-11 4-4-1 17-10-11 9-0-0 26-10-11 9-0-0 29-11-8 3-0-13 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1-1-07-0-29-0-111-1-07-0-28.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-4-12,0-1-12], [13:0-2-8,0-1-8], [14:0-4-0,0-1-12], [20:0-2-8,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.85 0.78 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.63 0.13 (loc) 16-17 16-17 12 l/defl >999 >794 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,7-17: 2x4 SPF No.2, 2-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-7 max.): 4-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-14 REACTIONS. (size)21=0-5-8, 12=0-3-8 Max Horz 21=215(LC 5) Max Uplift 21=-155(LC 6), 12=-70(LC 7) Max Grav 21=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=-2158/206, 3-4=-2161/251, 4-5=-2614/322, 5-7=-2614/322, 7-8=-2003/288, 8-9=-2055/268, 9-10=-2257/208, 2-21=-1670/195, 10-12=-1667/194 BOT CHORD 19-20=-142/1724, 17-19=-85/1751, 16-17=-76/2399, 14-16=-78/2397, 13-14=-46/1793, 12-13=-15/277 WEBS 3-20=-252/58, 4-19=0/274, 4-17=-166/1076, 5-17=-613/252, 7-17=-93/376, 7-16=0/262, 7-14=-1860/221, 8-14=-224/1908, 9-14=-292/125, 2-20=-68/1547, 10-13=-33/1532 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 21=155. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T22 Truss Type Roof Special Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868422 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-EEAh?M7rAlx66LW7UNQxVqoxJP3JQ4ggHEIRmdzMDGB Scale = 1:76.5 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 6x10 3x6 5x6 5x6 3x4 3x8 MT18HS 3x6 4x6 3x4 5x8 2x4 3x8 2x4 3x4 6x8 3x6 3x8 4x6 3x6 6x6 3x8 MT18HS 3-5-13-5-1 6-7-113-2-9 12-8-26-0-7 18-7-45-11-3 24-7-116-0-7 29-11-85-3-13 35-10-05-10-8 41-11-06-1-0 -1-0-0 1-0-0 3-5-1 3-5-1 6-7-11 3-2-9 12-8-2 6-0-7 18-7-4 5-11-3 24-7-11 6-0-7 29-11-8 5-3-13 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1-1-05-6-29-0-111-1-05-6-28.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-6-0,0-1-8], [14:0-2-8,0-1-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.93 0.82 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.69 0.18 (loc) 17-18 17-18 13 l/defl >999 >723 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 177 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* 8-15,2-23,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-1 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15 REACTIONS. (size)23=0-5-8, 13=0-3-8 Max Horz 23=-215(LC 4) Max Uplift 23=-155(LC 6), 13=-70(LC 7) Max Grav 23=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=-2031/193, 3-4=-2169/241, 4-5=-2829/316, 5-6=-2828/316, 6-8=-3248/341, 8-9=-2045/264, 9-10=-2061/262, 10-11=-2252/205, 2-23=-1668/190, 11-13=-1660/194 BOT CHORD 21-22=-143/1628, 20-21=-116/1786, 18-20=-191/3313, 17-18=-191/3313, 15-17=-163/3244, 14-15=-42/1787, 13-14=-15/327 WEBS 3-22=-372/57, 4-20=-130/1376, 5-20=-358/148, 6-20=-645/51, 8-17=-11/261, 8-15=-2249/260, 9-15=-173/1821, 10-15=-278/122, 2-22=-82/1501, 11-14=-28/1475 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) 13 except (jt=lb) 23=155. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868423 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-iQj4Ci8Tx23zkV5K24xA21L8hoT?9Y2qWu1_I3zMDGA Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 6x8 3x6 5x8 5x6 6x6 3x4 3x16 MT18HS 3x6 3x8 3x4 4x8 2x4 3x8 2x4 3x4 6x8 3x6 3x8 4x6 3x6 3x16 MT18HS 2-3-92-3-9 4-4-112-1-1 10-5-26-0-7 16-4-45-11-3 22-4-116-0-7 29-11-87-6-13 35-10-05-10-8 41-11-06-1-0 -1-0-0 1-0-0 2-3-9 2-3-9 4-4-11 2-1-1 10-5-2 6-0-7 16-4-4 5-11-3 22-4-11 6-0-7 29-11-8 7-6-13 35-10-0 5-10-8 41-11-0 6-1-0 1-1-04-0-29-0-111-1-04-0-28.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-5-12,0-2-0], [13:0-2-8,0-1-8], [19:0-4-0,0-1-12], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.83 0.54 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.99 0.18 (loc) 16-17 16-17 12 l/defl >999 >503 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-14: 2x4 SPF No.2, 2-22,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 6-19 2 Rows at 1/3 pts 8-14 REACTIONS. (size)22=0-5-8, 12=0-3-8 Max Horz 22=224(LC 5) Max Uplift 22=-155(LC 6), 12=-56(LC 6) Max Grav 22=1735(LC 1), 12=1664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1786/171, 3-4=-2117/216, 4-5=-3512/353, 5-6=-3512/353, 6-8=-4684/432, 8-9=-2098/243, 9-10=-2071/257, 10-11=-2253/201, 2-22=-1666/187, 11-12=-1591/153 BOT CHORD 20-21=-152/1431, 19-20=-147/1749, 17-19=-323/4478, 16-17=-323/4478, 14-16=-330/4684, 13-14=-75/1792, 12-13=-34/291 WEBS 3-21=-578/49, 3-20=-72/468, 4-19=-181/2071, 5-19=-371/147, 6-19=-1141/88, 8-14=-3384/362, 9-14=-135/1769, 10-14=-282/127, 2-21=-85/1414, 11-13=-41/1517 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) 12 except (jt=lb) 22=155. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T24 Truss Type Half Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868424 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-iQj4Ci8Tx23zkV5K24xA21LHjoaf9mQqWu1_I3zMDGA Scale = 1:15.4 1 2 3 4 7 6 5 4x8 2x4 3x4 3x6 2x4 4-0-04-0-0 6-0-02-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 6-0-0 2-0-0 0-9-01-11-72-1-01-11-74.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.25 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=59(LC 5) Max Uplift 5=-20(LC 4), 7=-56(LC 4) Max Grav 5=223(LC 1), 7=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-257/136 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T25 Truss Type Common Qty 3 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868425 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-AcHSP195iMBqMffWcoSPbFuLCCoyu4XzkYnYrVzMDG9 Scale = 1:52.9 1 2 3 4 5 6 7 11 10 9 8 4x6 3x8 3x8 3x4 3x4 3x6 5x8 3x6 5x8 10-2-810-2-8 20-5-010-2-8 -1-0-0 1-0-0 5-2-8 5-2-8 10-2-8 5-0-0 15-2-8 5-0-0 20-5-0 5-2-8 21-5-0 1-0-0 1-2-08-9-141-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.65 0.62 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.03 (loc) 8-9 8-9 8 l/defl >999 >656 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 11=0-3-8 Max Horz 11=-211(LC 4) Max Uplift 8=-65(LC 7), 11=-65(LC 6) Max Grav 8=874(LC 1), 11=874(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-476/59, 3-4=-724/136, 4-5=-724/136, 5-6=-476/59, 2-11=-429/103, 6-8=-429/103 BOT CHORD 9-11=-42/641, 8-9=0/641 WEBS 4-9=-53/496, 3-11=-503/73, 5-8=-503/73 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8, 11. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T26 Truss Type Common Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868426 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-eprqdNAjTgJhzoEiAV_e7SQSBc8adaX7zCW5NyzMDG8 Scale = 1:52.9 1 2 3 4 5 9 8 7 6 4x6 6x6 3x6 3x4 3x6 3x4 5x8 3x8 10-2-810-2-8 17-2-06-11-8 -1-0-0 1-0-0 5-2-8 5-2-8 10-2-8 5-0-0 17-2-0 6-11-8 1-2-08-9-143-7-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.95 0.59 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.01 (loc) 7-9 7-9 6 l/defl >999 >458 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF No.2, 5-6: 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)6=Mechanical, 9=0-3-8 Max Horz 9=251(LC 5) Max Uplift 6=-29(LC 6), 9=-59(LC 6) Max Grav 6=673(LC 1), 9=746(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-505/55, 3-4=-530/126, 4-5=-570/114, 2-9=-440/102, 5-6=-613/74 BOT CHORD 7-9=-105/500 WEBS 4-7=-7/297, 3-9=-293/63, 5-7=-27/326 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 6, 9. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T27 Truss Type Common Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868427 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-eprqdNAjTgJhzoEiAV_e7SQTYcDede37zCW5NyzMDG8 Scale = 1:36.5 1 2 3 4 5 8 7 6 4x6 3x6 3x6 3x8 6x6 6x6 6-9-06-9-0 13-6-06-9-0 -1-0-0 1-0-0 6-9-0 6-9-0 13-6-0 6-9-0 14-6-0 1-0-0 1-1-85-10-141-1-88.50 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.87 0.27 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -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: 54 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=0-3-0, 6=0-3-0 Max Horz 8=-142(LC 4) Max Uplift 8=-55(LC 6), 6=-55(LC 7) Max Grav 8=597(LC 1), 6=597(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-551/84, 3-4=-551/84, 2-8=-530/117, 4-6=-530/117 BOT CHORD 7-8=-168/279, 6-7=-43/279 WEBS 3-7=0/253 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T28 Truss Type Common Qty 2 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868428 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-6?PCqjBMEzRYbypujCVtggzeG0ZAM5RGCsGfvOzMDG7 Scale = 1:36.5 1 2 3 4 7 6 5 4x6 5x8 3x6 3x4 3x8 6x6 6-9-06-9-0 12-9-86-0-8 -1-0-0 1-0-0 6-9-0 6-9-0 12-9-8 6-0-8 1-1-85-10-141-7-88.50 12 Plate Offsets (X,Y)-- [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.87 0.25 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 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* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-0, 5=Mechanical Max Horz 7=158(LC 5) Max Uplift 7=-54(LC 6), 5=-16(LC 7) Max Grav 7=572(LC 1), 5=497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-511/82, 3-4=-492/85, 2-7=-504/117, 4-5=-438/71 BOT CHORD 6-7=-176/282 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 7, 5. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T29 Truss Type Common Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868429 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-aBza23B_?HZPD6O5Hw06CtWrfQv55ZIPRW?CRqzMDG6 Scale = 1:36.5 1 2 3 6 5 4 5x8 4x6 5x8 3x4 3x4 3x8 6-0-86-0-8 12-1-06-0-8 6-0-8 6-0-8 12-1-0 6-0-8 1-7-85-10-141-7-88.50 12 Plate Offsets (X,Y)-- [1:Edge,0-1-13], [3:0-3-8,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.76 0.21 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 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)6=Mechanical, 4=Mechanical Max Horz 6=-145(LC 4) Max Uplift 6=-15(LC 6), 4=-15(LC 7) Max Grav 6=472(LC 1), 4=472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-455/83, 2-3=-455/83, 1-6=-410/70, 3-4=-410/70 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 6, 4. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T30 Truss Type Common Qty 2 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868430 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-2NXzFPCcmbhGqGzHrdXLl52zkpE5q?WZfAll_HzMDG5 Scale = 1:39.4 1 2 3 4 5 8 7 6 4x6 3x6 3x6 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 1-2-06-4-101-2-09.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.93 0.29 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 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=-154(LC 4) Max Uplift 8=-55(LC 6), 6=-55(LC 7) 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=-560/88, 3-4=-560/88, 2-8=-545/118, 4-6=-545/118 BOT CHORD 7-8=-187/286, 6-7=-52/286 WEBS 3-7=0/264 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T31 Truss Type Half Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868431 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Wa5LTlDEXup7SQYTPL2aIIbJhDdSZTxiuqUJWjzMDG4 Scale = 1:19.5 1 2 3 4 5 6 13 12 11 10 9 8 74x6 2x4 2x4 2x4 2x4 2x4 3x4 3x8 4x6 3x6 2x4 1-4-01-4-0 2-5-81-1-8 2-10-20-4-10 4-0-01-1-14 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 2-10-2 0-4-10 4-0-0 1-1-14 1-2-03-3-100-3-83-0-22-7-100-8-03-3-109.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-2-0], [10:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 11 11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (size)7=Mechanical, 13=0-3-8 Max Horz 13=93(LC 5) Max Uplift 7=-40(LC 5), 13=-31(LC 6) Max Grav 7=136(LC 1), 13=231(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 7, 13. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T32 Truss Type Half Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868432 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Wa5LTlDEXup7SQYTPL2aIIbJfDcMZTUiuqUJWjzMDG4 Scale = 1:19.4 1 2 3 7 6 4 5 4x6 3x4 2x4 3x4 2-10-02-10-0 4-0-01-2-0 -1-0-0 1-0-0 2-10-0 2-10-0 4-0-0 1-2-0 1-2-03-3-80-3-83-0-03-3-89.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.03 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=115(LC 6) Max Uplift 4=-10(LC 5), 7=-13(LC 6), 5=-29(LC 6) Max Grav 4=63(LC 1), 7=231(LC 1), 5=79(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 5. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T33 Truss Type Jack-Open Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868433 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-TyC5uREU3W3qhjisWm42Njgea1Il1KC?L8zPaczMDG2 Scale = 1:21.4 1 2 3 4 5 9 8 7 6 6x8 2x4 3x4 3x4 3x4 4x10 3x4 4-2-84-2-8 8-2-84-0-0 9-11-41-8-12 10-0-00-0-12 -1-0-0 1-0-0 4-2-8 4-2-8 8-2-8 4-0-0 10-0-0 1-9-8 0-9-03-5-130-3-84.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-13], [9:Edge,0-4-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.26 0.16 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 8 7-8 6 l/defl >999 >999 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 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-1-8 Max Horz 9=107(LC 6) Max Uplift 9=-54(LC 4), 6=-48(LC 4) Max Grav 9=460(LC 1), 6=386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-412/129, 2-3=-604/82 BOT CHORD 7-8=-152/534 WEBS 2-8=-27/336, 3-7=-383/114, 4-7=-7/258, 4-6=-420/107 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T34 Truss Type Jack-Open Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868434 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-TyC5uREU3W3qhjisWm42Njggo1Ie1Kr?L8zPaczMDG2 Scale = 1:18.7 1 2 3 4 5 9 8 7 6 6x8 2x4 3x4 3x4 3x4 4x10 3x4 3-2-83-2-8 6-2-83-0-0 9-11-43-8-12 10-0-00-0-12 -1-0-0 1-0-0 3-2-8 3-2-8 6-2-8 3-0-0 10-0-0 3-9-8 0-9-02-9-130-3-84.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-13], [9:Edge,0-4-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.17 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-1-8 Max Horz 9=86(LC 6) Max Uplift 9=-60(LC 4), 6=-42(LC 4) Max Grav 9=460(LC 1), 6=386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-415/131, 2-3=-600/99, 3-4=-424/82 BOT CHORD 7-8=-148/536, 6-7=-94/387 WEBS 2-8=-56/392, 4-6=-471/114 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T35 Truss Type Jack-Open Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868435 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-x9mT5mF6qpBhJtH24TcHvxDnwRbXmi99aojz72zMDG1 Scale = 1:18.7 1 2 3 4 5 9 8 7 6 6x8 4x10 2x4 3x4 3x4 3x4 3x4 2-2-82-2-8 4-2-82-0-0 10-0-05-9-8 -1-0-0 1-0-0 2-2-8 2-2-8 4-2-8 2-0-0 10-0-0 5-9-8 0-9-02-1-130-3-84.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-13], [9:Edge,0-4-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.32 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-1-8 Max Horz 9=66(LC 6) Max Uplift 9=-64(LC 4), 6=-37(LC 4) Max Grav 9=460(LC 1), 6=386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-416/136, 2-3=-531/97, 3-4=-625/124 BOT CHORD 7-8=-125/470, 6-7=-137/608 WEBS 2-8=-61/365, 4-6=-640/145 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T36 Truss Type Jack-Open Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868436 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-PLKsI6Glb7KYx1rFeB7WS8lt4quQV4nIpSSWfUzMDG0 Scale = 1:18.7 1 2 3 4 5 9 8 7 6 6x6 5x10 MT18HS 2x4 3x4 3x4 3x4 3x4 1-7-8 1-7-8 3-0-8 1-5-0 9-8-0 6-7-8 9-11-4 0-3-4 10-0-0 0-0-12 -1-0-0 1-0-0 1-7-8 1-7-8 3-0-8 1-5-0 10-0-0 6-11-8 0-9-01-9-30-3-84.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-13], [9:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.64 0.47 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.01 (loc) 6-7 6-7 6 l/defl >999 >619 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 35 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-1-8 Max Horz 9=54(LC 6) Max Uplift 9=-67(LC 4), 6=-35(LC 4) Max Grav 9=460(LC 1), 6=386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-415/143, 2-3=-445/87, 3-4=-747/141 BOT CHORD 7-8=-98/384, 6-7=-163/760 WEBS 2-8=-52/304, 3-7=-91/474, 4-6=-777/167 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss T37 Truss Type Half Hip Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868437 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-tXuEWSHNMRSPYBQRBuel?MIBrEJKEkQR26C4BwzMDG? Scale = 1:21.2 1 2 3 7 6 4 5 4x6 2x4 3x4 3x6 3-3-93-3-9 4-0-00-8-7 -1-0-0 1-0-0 3-3-9 3-3-9 4-0-0 0-8-7 1-2-03-7-110-3-83-4-33-7-119.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.17 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.02 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=126(LC 6) Max Uplift 4=-8(LC 4), 7=-5(LC 6), 5=-48(LC 6) Max Grav 4=19(LC 1), 7=231(LC 1), 5=122(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 5. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Common Girder Qty 1 Ply 2 15 Estates at Towne Meadow Job Reference (optional) I45868438 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-LkScjoH?7kaGAL?dlb9_XZr9FeZ3z_8bGmxdkNzMDG_ Scale = 1:39.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 4x6 10x10 10x10 8x8 3x6 8x8 3x6 8x8 3-7-83-7-8 6-11-83-4-0 10-3-83-4-0 13-11-03-7-8 -1-0-0 1-0-0 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-11-0 3-7-8 1-2-06-4-101-2-09.00 12 Plate Offsets (X,Y)-- [6:Edge,0-8-12], [8:0-3-8,0-4-0], [10:0-3-8,0-4-0], [11:Edge,0-8-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.92 0.52 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.02 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-11,6-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=161(LC 4) Max Uplift 11=-327(LC 5), 7=-315(LC 6) Max Grav 11=2916(LC 1), 7=3986(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3459/398, 3-4=-2821/309, 4-5=-2820/308, 5-6=-3907/321, 2-11=-2821/353, 6-7=-2963/241 BOT CHORD 10-11=-160/372, 9-10=-312/2692, 8-9=-203/3047, 7-8=-100/983 WEBS 4-9=-297/3063, 5-9=-1185/136, 5-8=-70/1383, 3-9=-673/223, 3-10=-180/741, 2-10=-231/2390, 6-8=-119/2127 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 0-5-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=327, 7=315. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down at 2-0-12, 1279 lb down and 295 lb up at 4-0-12, 916 lb down and 40 lb up at 6-0-12, 923 lb down and 42 lb up at 8-0-12, and 925 lb down and 49 lb up at 10-0-12, and 1643 lb down and 153 lb up at 12-1-8 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 Continued on page 2 April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type Common Girder Qty 1 Ply 2 15 Estates at Towne Meadow Job Reference (optional) I45868438 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:27 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-LkScjoH?7kaGAL?dlb9_XZr9FeZ3z_8bGmxdkNzMDG_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 8=-925(B) 12=-55(B) 13=-1279(B) 14=-916(B) 15=-923(B) 16=-1643(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868439 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-pw0_x8Idt2i7oVapJJgD4nNK42w2iSVkVQhAFpzMDFz Scale = 1:42.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6x6 6x6 10x10 10x10 4x6 5x8 3x8 2x4 3x6 3x6 4x8 4-7-84-7-8 9-6-124-11-4 14-4-44-9-8 19-3-84-11-4 23-11-04-7-8 -1-0-0 1-0-0 4-7-8 4-7-8 9-6-12 4-11-4 14-4-4 4-9-8 19-3-8 4-11-4 23-11-0 4-7-8 1-1-04-0-24-2-01-1-04-0-28.00 12 Plate Offsets (X,Y)-- [3:0-3-3,Edge], [6:0-3-3,Edge], [7:Edge,0-8-2], [14:Edge,0-8-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.91 0.47 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.19 0.04 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 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 4-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-4 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 9-8-3 oc bracing. REACTIONS. (size)14=0-5-8, 8=Mechanical Max Horz 14=106(LC 4) Max Uplift 14=-314(LC 5), 8=-283(LC 3) Max Grav 14=1399(LC 1), 8=1299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1715/415, 3-4=-1393/377, 4-5=-2116/555, 5-6=-1373/367, 6-7=-1695/407, 2-14=-1287/310, 7-8=-1200/288 BOT CHORD 13-14=-167/318, 11-13=-583/2125, 10-11=-583/2125, 9-10=-565/2116, 8-9=-99/352 WEBS 3-13=-103/597, 4-13=-947/283, 4-11=0/272, 5-10=0/276, 5-9=-956/286, 6-9=-42/552, 2-13=-291/1064, 7-9=-298/1023 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=314, 8=283. 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) 68 lb down and 48 lb up at 2-0-12, 7 lb down and 13 lb up at 3-10-12, 55 lb down and 70 lb up at 5-10-12, 55 lb down and 70 lb up at 7-10-12, 55 lb down and 70 lb up at 9-10-12, 55 lb down and 70 lb up at 11-10-12, 55 lb down and 70 lb up at 13-10-12, 55 lb down and 70 lb up at 15-10-12, 55 lb down and 70 lb up at 17-10-12, and 74 lb down and 78 lb up at 19-10-12, and 69 lb down and 49 lb up at 21-10-4 on top chord, and 34 lb down and 18 lb up at 2-0-12, 102 lb down and 60 lb up at 3-10-12, 34 lb down at 5-10-12, 34 lb down at 7-10-12, 34 lb down at 9-10-12, 34 lb down at 11-10-12, 34 lb down at 13-10-12, 34 lb down at 15-10-12, 34 lb down at 17-10-12, and 34 lb down at 19-10-12, and 35 lb down and 19 lb up at 21-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 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 April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868439 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:28 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-pw0_x8Idt2i7oVapJJgD4nNK42w2iSVkVQhAFpzMDFz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 12=-22(F) 15=-28(F) 17=-42(F) 18=-42(F) 19=-42(F) 20=-42(F) 21=-42(F) 22=-42(F) 23=-42(F) 24=-42(F) 25=-29(F) 26=-34(F) 27=-102(F) 28=-22(F) 29=-22(F) 30=-22(F) 31=-22(F) 32=-22(F) 33=-22(F) 34=-22(F) 35=-35(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 15 Estates at Towne Meadow Job Reference (optional) I45868440 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-e4NFBBNOTuSHWQ1zfandJ2dORTuO57ndtL8VSTzMDFt Scale = 1:82.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 5x8 3x6 10x10 3x4 2x4 3x6 3x6 2x4 5x6 5x6 4x10 6x8 5x8 8x10 6x10 3x6 2x4 3x8 2x4 5x12 5x6 4x6 10x10 3x6 5x6 1-4-81-4-82-5-81-1-0 4-7-82-2-0 12-5-87-10-0 19-8-147-3-6 26-10-87-1-10 34-0-27-1-10 41-3-87-3-6 45-11-04-7-8 -1-0-0 1-0-0 1-4-8 1-4-8 2-5-8 1-1-0 4-7-8 2-2-0 12-5-8 7-10-0 19-8-14 7-3-6 26-10-8 7-1-10 34-0-2 7-1-10 41-3-8 7-3-6 45-11-0 4-7-8 46-11-0 1-0-0 1-1-04-2-01-1-00-8-04-2-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-4-12,0-2-0], [12:0-1-12,0-7-8], [15:Edge,0-8-2], [23:0-6-12,0-4-0], [25:0-5-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.79 0.80 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.49 -1.05 0.24 (loc) 19-21 19-21 15 l/defl >999 >523 n/a L/d 240 180 n/a PLATES MT20 Weight: 444 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-22,6-24,21-23,8-21,9-19,11-17,12-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-0 max.): 5-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-24 REACTIONS. (size)28=0-3-8, 15=0-3-8 Max Horz 28=-99(LC 3) Max Uplift 28=-744(LC 4), 15=-681(LC 3) Max Grav 28=2718(LC 1), 15=2671(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2362/692, 3-4=-4517/1378, 4-5=-4270/1275, 5-6=-3722/1151, 6-8=-7752/2343, 8-9=-7724/2208, 9-11=-6053/1713, 11-12=-6054/1713, 12-13=-3577/970, 2-28=-2485/692, 13-15=-2563/664 BOT CHORD 27-28=-194/372, 24-25=-1196/3810, 23-24=-2399/7906, 21-22=-183/615, 19-21=-2173/7654, 17-19=-2173/7654, 16-17=-796/2907, 15-16=-93/428 WEBS 4-25=-198/381, 6-23=-117/1003, 3-27=-2717/856, 25-27=-740/2230, 3-25=-706/2390, 5-24=-343/1656, 6-24=-4517/1361, 21-23=-2047/7149, 8-21=-574/390, 9-19=0/406, 9-17=-1818/537, 11-17=-589/360, 12-17=-1017/3554, 2-27=-494/1754, 13-16=-747/2521 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 0-9-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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 100 lb uplift at joint(s) except (jt=lb) 28=744, 15=681. 8) 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 April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 15 Estates at Towne Meadow Job Reference (optional) I45868440 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:34 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-e4NFBBNOTuSHWQ1zfandJ2dORTuO57ndtL8VSTzMDFt NOTES-(10-11) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 48 lb up at 2-0-12, 86 lb down and 77 lb up at 4-7-8, 71 lb down and 77 lb up at 6-4-11, 71 lb down and 77 lb up at 8-0-12, 71 lb down and 77 lb up at 10-0-12, 71 lb down and 77 lb up at 12-0-12, 55 lb down and 70 lb up at 14-0-12, 55 lb down and 70 lb up at 16-0-12, 55 lb down and 70 lb up at 18-0-12, 55 lb down and 70 lb up at 20-0-12, 55 lb down and 70 lb up at 22-0-12, 55 lb down and 70 lb up at 24-0-12, 55 lb down and 70 lb up at 26-0-12, 55 lb down and 70 lb up at 28-0-12, 55 lb down and 70 lb up at 30-0-12, 55 lb down and 70 lb up at 32-0-12, 55 lb down and 70 lb up at 34-0-12, 55 lb down and 70 lb up at 36-0-12, 55 lb down and 70 lb up at 38-0-12, 55 lb down and 70 lb up at 39-7-12, 61 lb down and 70 lb up at 41-3-8, and 43 lb down and 25 lb up at 42-6-8, and 72 lb down and 48 lb up at 43-10-4 on top chord, and 28 lb down and 16 lb up at 2-3-12, 116 lb down and 52 lb up at 3-4-11, at 4-8-10, at 6-4-11, at 8-0-12, at 10-0-12, at 12-0-12, 34 lb down at 14-0-12, 34 lb down at 16-0-12, 34 lb down at 18-0-12, 34 lb down at 20-0-12, 34 lb down at 22-0-12, 34 lb down at 24-0-12, 34 lb down at 26-0-12, 34 lb down at 28-0-12, 34 lb down at 30-0-12, 34 lb down at 32-0-12, 34 lb down at 34-0-12, 34 lb down at 36-0-12, 34 lb down at 38-0-12, 34 lb down at 39-7-12, 34 lb down at 41-2-12, and 59 lb down and 41 lb up at 42-6-8, and 28 lb down and 16 lb up at 43-10-4 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-12=-60, 12-13=-60, 13-14=-60, 26-28=-20, 23-25=-20, 15-22=-20 Concentrated Loads (lb) Vert: 5=-68(B) 12=-42(B) 26=-28(B) 4=-32(B) 11=-42(B) 17=-22(B) 16=-22(B) 18=-22(B) 29=-68(B) 30=-68(B) 31=-68(B) 32=-68(B) 33=-42(B) 34=-42(B) 35=-42(B) 36=-42(B) 37=-42(B) 38=-42(B) 39=-42(B) 40=-42(B) 41=-42(B) 42=-42(B) 43=-42(B) 44=-42(B) 45=-42(B) 46=-11(B) 47=-32(B) 48=-116(B) 53=-22(B) 54=-22(B) 55=-22(B) 56=-22(B) 57=-22(B) 58=-22(B) 59=-22(B) 60=-22(B) 61=-22(B) 62=-22(B) 63=-22(B) 64=-22(B) 65=-59(B) 66=-28(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 15 Estates at Towne Meadow Job Reference (optional) I45868441 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-aSV0ctOe?Vi_ljBMn_p5PTjn9GZuZ1?wLfdbXLzMDFr Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 5x12 3x6 5x6 5x6 10x10 2x4 4x8 4x6 5x12 2x4 3x8 2x4 4x6 5x6 4x8 4x8 3x6 4x6 4x6 4x8 2-4-82-4-8 8-5-16-0-9 14-3-155-10-13 20-4-86-0-9 25-2-04-9-8 29-11-84-9-8 35-9-85-10-0 41-11-06-1-8 -1-0-0 1-0-0 2-4-8 2-4-8 8-5-1 6-0-9 14-3-15 5-10-13 20-4-8 6-0-9 25-2-0 4-9-8 29-11-8 4-9-8 35-9-8 5-10-0 41-11-0 6-1-8 1-1-02-8-09-0-111-1-02-8-08.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-10-4,0-2-4], [11:Edge,0-8-2], [20:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.59 0.86 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.98 0.10 (loc) 17-19 17-19 12 l/defl >999 >508 n/a L/d 240 180 n/a PLATES MT20 Weight: 402 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-5 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)22=0-5-8, 12=Mechanical Max Horz 22=221(LC 12) Max Uplift 22=-890(LC 5), 12=-141(LC 5) Max Grav 22=1736(LC 1), 12=1663(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2052/944, 3-4=-4782/1306, 4-5=-4781/1306, 5-7=-7453/1255, 7-8=-3746/554, 8-9=-2063/330, 9-10=-2085/341, 10-11=-2280/254, 2-22=-1750/779, 11-12=-1561/168 BOT CHORD 21-22=-301/222, 20-21=-838/1684, 19-20=-1483/6837, 17-19=-1483/6837, 16-17=-1270/7469, 14-16=-416/3063, 13-14=-140/1810, 12-13=-92/529 WEBS 3-21=-344/19, 3-20=-516/3310, 4-20=-339/172, 5-20=-2206/174, 5-19=0/297, 5-17=-179/660, 7-16=-4878/945, 8-16=-357/2239, 8-14=-2133/437, 9-14=-280/1876, 10-14=-276/132, 2-21=-672/1697, 11-13=-81/1292 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=890, 12=141. 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) 45 lb down and 32 lb up at 4-0-12, 45 lb down and 32 lb up at 6-0-12, 45 lb down and 32 lb up at 8-0-12, 45 lb down and 32 lb up at 10-0-12, 45 lb down and 32 lb up at 12-0-12, and 45 lb down and 32 lb up at 14-0-12, and 45 lb down and 32 lb up at 16-0-12 on top chord, and 6 lb down and 576 lb up at 2-0-12, 2 lb down and 20 lb up at 4-0-12, 2 lb down and 20 lb up at 6-0-12, 2 lb down and 20 lb up at 8-0-12, 2 lb down and 20 lb up at 10-0-12, 2 lb down and 20 lb up at 12-0-12, and 2 lb down and 20 lb up at 14-0-12, and 2 lb down and 20 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 15 Estates at Towne Meadow Job Reference (optional) I45868441 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:36 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-aSV0ctOe?Vi_ljBMn_p5PTjn9GZuZ1?wLfdbXLzMDFr 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: 1-2=-60, 2-3=-60, 3-7=-60, 7-9=-60, 9-11=-60, 12-22=-20 Concentrated Loads (lb) Vert: 18=1(F) 19=1(F) 29=-6(F) 30=1(F) 31=1(F) 32=1(F) 33=1(F) 34=1(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868442 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-2f3OqDPGmpqrNtmYKiLKxgF?Eg_sIiu3ZJM93ozMDFq Scale = 1:13.5 1 2 3 4 7 6 5 8 9 5x12 3x4 4x6 3x6 2x4 2-0-02-0-0 6-0-04-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 6-0-0 4-0-0 0-9-01-3-71-5-01-3-74.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.49 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=37(LC 4) Max Uplift 5=-21(LC 12), 7=-60(LC 11) Max Grav 5=220(LC 1), 7=302(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/27 BOT CHORD 6-7=-38/254, 5-6=-31/253 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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) 11 lb down and 16 lb up at 2-0-0, and 1 lb down and 10 lb up at 4-1-13 on top chord, and 2 lb up at 2-0-0, and 2 lb up at 4-1-13 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=2(B) 9=1(B) April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 15 Estates at Towne Meadow Job Reference (optional) I45868443 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Xrcm1ZQuX7yi?1LkuPsZUuoBA4L?1_oCoz6ibEzMDFp Scale = 1:40.6 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 4x10 4x8 4x10 4x8 4x8 8x8 3x8 6x6 3x8 6x6 3-10-03-10-0 7-4-83-6-8 10-11-03-6-8 14-9-03-10-0 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-9-0 3-10-0 1-2-06-8-61-2-09.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-0], [7:0-2-8,0-3-12], [8:0-4-0,0-4-8], [9:0-2-8,0-3-12] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.36 0.43 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.02 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,1-9,5-7: 2x4 SPF No.2, 1-10,5-6: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 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=157(LC 4) Max Uplift 10=-263(LC 5), 6=-234(LC 6) Max Grav 10=7289(LC 1), 6=6313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6540/264, 2-3=-5136/262, 3-4=-5136/261, 4-5=-6486/264, 1-10=-4974/204, 5-6=-4986/204 BOT CHORD 9-10=-189/1752, 8-9=-209/5154, 7-8=-156/5110, 6-7=-68/1548 WEBS 3-8=-238/5814, 4-8=-1477/132, 4-7=-60/1742, 2-8=-1540/132, 2-9=-59/1818, 1-9=-95/3532, 5-7=-102/3697 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, 2x8 - 2 rows staggered at 0-9-0 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, Except member 4-7 2x4 - 1 row at 0-7-0 oc, member 2-9 2x4 - 1 row at 0-7-0 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=263, 6=234. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1805 lb down and 65 lb up at 0-10-12, 1804 lb down and 65 lb up at 2-10-12, 1804 lb down and 65 lb up at 4-10-12, 1804 lb down and 65 lb up at 6-10-12, 1804 lb down and 65 lb up at 8-10-12, and 1804 lb down and 65 lb up at 10-10-12, and 1644 lb down and 67 lb up at 12-10-12 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 Continued on page 2 April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 15 Estates at Towne Meadow Job Reference (optional) I45868443 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:38 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Xrcm1ZQuX7yi?1LkuPsZUuoBA4L?1_oCoz6ibEzMDFp 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: 7=-1804(F) 11=-1805(F) 12=-1804(F) 13=-1804(F) 14=-1804(F) 15=-1804(F) 16=-1644(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type Half Hip Girder Qty 2 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868444 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-?1A8EvRXIQ4ZcBwxS7No05LPcUjLmczM1drG8gzMDFo Scale = 1:14.9 1 2 3 7 6 4 5 4x6 2x4 2x4 3x4 1-8-01-8-0 4-0-02-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 4-0-0 2-4-0 1-2-02-5-02-1-82-5-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.30 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.04 (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 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=88(LC 5) Max Uplift 4=-33(LC 3), 7=-45(LC 5), 5=-4(LC 5) Max Grav 4=92(LC 1), 7=229(LC 1), 5=62(LC 2) 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 5. 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) 61 lb down and 44 lb up at 1-8-0 on top chord, and 2 lb up at 1-8-0, and 2 lb down and 16 lb up at 1-11-4 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 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(B) April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868445 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-TEkWSFS93kCQELV70qu1ZJtSWt01VyZVGHbpg6zMDFn Scale = 1:18.6 1 2 3 4 5 9 8 7 6 10 11 12 13 4x10 4x6 4x6 2x4 4x8 2x4 2x4 1-10-81-10-8 5-11-44-0-12 10-0-04-0-12 -1-0-0 1-0-0 1-10-8 1-10-8 5-11-4 4-0-12 10-0-0 4-0-12 0-9-01-4-80-3-84.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.69 0.46 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-2 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-1-8 Max Horz 9=42(LC 5) Max Uplift 9=-73(LC 11), 6=-37(LC 11) Max Grav 9=457(LC 1), 6=381(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-548/50, 3-4=-889/88, 4-5=-889/88, 2-9=-358/71 BOT CHORD 8-9=-52/481, 7-8=-46/477 WEBS 3-7=-45/432, 4-7=-274/88, 5-7=-91/922, 5-6=-344/53 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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) 5 lb down and 10 lb up at 1-10-8, 1 lb down and 7 lb up at 3-11-12, and 1 lb down and 7 lb up at 5-11-4, and 1 lb down and 7 lb up at 7-11-4 on top chord, and 3 lb up at 1-10-8, 2 lb up at 3-11-12, and 2 lb up at 5-11-4, and 2 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-9=-20 Continued on page 2 April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868445 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:40 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-TEkWSFS93kCQELV70qu1ZJtSWt01VyZVGHbpg6zMDFn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=3(B) 7=1(B) 12=1(B) 13=1(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss V01 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868446 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-TEkWSFS93kCQELV70qu1ZJtWkt3CV2AVGHbpg6zMDFn Scale = 1:25.0 1 2 3 43x8 6x6 3x8 2x4 10-5-1010-5-10 5-2-13 5-2-13 10-5-10 5-2-13 0-0-43-11-20-0-49.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:0-4-0,0-2-0], [3:0-2-13,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.42 0.26 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 24 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=10-5-10, 3=10-5-10, 4=10-5-10 Max Horz 1=-85(LC 4) Max Uplift 1=-14(LC 6), 3=-19(LC 7), 4=-3(LC 6) Max Grav 1=184(LC 1), 3=184(LC 1), 4=401(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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss V02 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868447 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-xQIvfbSnq2LHsU4JZYPG5WQiDHHJEWhfUxKMCZzMDFm Scale = 1:17.9 1 2 3 2x4 2x4 2x4 6-10-156-10-15 3-5-7 3-5-7 6-10-15 3-5-7 0-0-42-7-20-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.78 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud 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=6-10-15, 3=6-10-15 Max Horz 1=54(LC 5) Max Uplift 1=-10(LC 6), 3=-10(LC 7) Max Grav 1=243(LC 1), 3=243(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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss V03 Truss Type Valley Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868448 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_RDGelabSOeVoClPZcxU?UzC_VT-xQIvfbSnq2LHsU4JZYPG5WQm3HR?EWhfUxKMCZzMDFm Scale = 1:9.0 1 2 3 2x4 2x4 2x4 0-0-50-0-5 3-4-43-3-15 1-8-2 1-8-2 3-4-4 1-8-2 0-0-41-3-20-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-3-10, 3=3-3-10 Max Horz 1=24(LC 5) Max Uplift 1=-4(LC 6), 3=-4(LC 7) Max Grav 1=109(LC 1), 3=109(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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss V04 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868449 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-PcsHtwTPaLT8TefW7FwVekyqnhlmzyJojb4wk?zMDFl Scale = 1:26.9 1 2 3 43x8 5x6 3x8 2x4 11-6-411-6-4 5-9-2 5-9-2 11-6-4 5-9-2 0-0-44-3-140-0-49.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:0-4-0,0-1-12], [3:0-2-13,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.32 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) 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=11-6-4, 3=11-6-4, 4=11-6-4 Max Horz 1=94(LC 5) Max Uplift 1=-22(LC 6), 3=-27(LC 7) Max Grav 1=216(LC 1), 3=216(LC 1), 4=421(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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss V05 Truss Type GABLE Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868450 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-PcsHtwTPaLT8TefW7FwVekyr7hhJzzxojb4wk?zMDFl Scale = 1:19.9 1 2 3 2x4 2x4 2x4 7-11-107-11-10 3-11-13 3-11-13 7-11-10 3-11-13 0-0-42-11-140-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.43 0.54 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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 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. REACTIONS. (size)1=7-11-10, 3=7-11-10 Max Horz 1=-63(LC 4) Max Uplift 1=-11(LC 6), 3=-11(LC 7) Max Grav 1=285(LC 1), 3=285(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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) 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.). April 28,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 15_ESTATES_AT_TOWNE_~W Truss V06 Truss Type Valley Qty 1 Ply 1 15 Estates at Towne Meadow Job Reference (optional) I45868451 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 10:19:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:rPvH2IMTbHCKLlhsOQHPcJzMDQm-tpQf4GU1Lfb?5oEihzRkBxV5t591iQxyyFpTHRzMDFk Scale = 1:11.0 1 2 3 4 3x4 3x4 3x4 2x4 0-0-50-0-5 4-4-154-4-10 2-2-7 2-2-7 4-4-15 2-2-7 0-0-41-7-140-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.06 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: 8 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 4-4-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-4-4, 3=4-4-4, 4=4-4-4 Max Horz 1=-25(LC 6) Max Uplift 1=-7(LC 10), 3=-10(LC 11) Max Grav 1=84(LC 1), 3=84(LC 1), 4=136(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.). April 28,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths