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HomeMy WebLinkAboutI43006367.3_Estates_at_Towne_Meadows16023 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). September 29,2020 Liu, Xuegang Pages or sheets covered by this seal: I43006367 thru I43006445 My license renewal date for the state of Indiana is July 31, 2022. 3_Estates_at_Towne_Meadows 3 Estates at Towne Meadows IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss GE01 Truss Type GABLE Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006367 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:25:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-V7RwuTQYtYEyBZJvglxmu9T_qgON7N8JfFnxhDyYng4 Scale = 1:81.2 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 66 67 5x8 3x4 4x6 3x4 3x6 3x4 3x8 3x6 3x4 6x8 4x6 6x8 5x6 3x6 5x6 7-8-07-8-0 15-1-87-5-8 21-8-126-7-4 29-3-87-6-12 -1-0-0 1-0-0 7-8-0 7-8-0 15-1-8 7-5-8 22-1-4 6-11-12 29-3-8 7-2-4 1-3-013-10-42-0-910.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-0,0-3-0], [5:0-4-14,0-2-8], [8:0-3-8,Edge], [9:Edge,0-3-8], [53:0-1-0,0-1-8], [63:0-0-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.83 0.41 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.01 (loc) 9-10 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 719 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,6-11: 2x4 SPF No.2, 2-14,8-9: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 15-16,18-19,39-41,42-44: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 6-10 REACTIONS. (size)14=0-3-8, 10=0-5-8, 9=0-3-8 Max Horz 14=269(LC 7) Max Grav 14=957(LC 1), 10=1067(LC 1), 9=368(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-990/43, 4-5=-591/140, 5-6=-579/146, 6-8=-287/58, 2-14=-880/54, 8-9=-292/30 BOT CHORD 13-14=-246/487, 11-13=-57/722 WEBS 4-13=0/277, 4-11=-471/164, 5-11=-54/251, 6-11=0/440, 6-10=-916/62, 2-13=0/360 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-8, Exterior(2R) 12-1-8 to 18-1-8, Interior(1) 18-1-8 to 26-1-12, Exterior(2E) 26-1-12 to 29-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 12% 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss GE03 Truss Type Monopitch Structural Gable Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006368 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:25:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-NuhRjqT2xmkOfAcgvb?i2?ep4HqT2IVvZtl9q_yYng0 Scale = 1:12.8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x6 2x4 2x4 2x4 4-5-04-5-0 -1-0-0 1-0-0 4-5-0 4-5-0 0-8-81-11-150-3-83.50 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.14 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 4=0-1-8 Max Horz 5=41(LC 6) Max Uplift 5=-32(LC 6), 4=-15(LC 10) Max Grav 5=243(LC 1), 4=155(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss GE04 Truss Type GABLE Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006369 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:25:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-nTMaMsWxDh7yWeLFajZPgeGKdVtXFePLGr_oQJyYnfz Scale = 1:36.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-6-89-6-8 -1-0-0 1-0-0 4-9-4 4-9-4 9-6-8 4-9-4 10-6-8 1-0-0 1-3-05-2-111-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.06 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-6-8. (lb) - Max Horz 20=113(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 15, 14, 13 except 19=-103(LC 7) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-1-4, Corner(3R) 2-1-4 to 7-5-4, Corner(3E) 7-5-4 to 10-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 15, 14, 13 except (jt=lb) 19=103. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss GE05 Truss Type GABLE Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006370 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:25:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-8QATPZa32ElFdPEDNG8aNhzBcWbvwvp4P7hZ5WyYnfu Scale = 1:33.1 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-010-11-0 -1-0-0 1-0-0 5-5-8 5-5-8 10-11-0 5-5-8 11-11-0 1-0-0 1-2-05-3-21-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 120 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 10-11-0. (lb) - Max Horz 20=-112(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 2-5-8, Corner(3R) 2-5-8 to 8-5-8, Exterior(2N) 8-5-8 to 8-11-0, Corner(3E) 8-11-0 to 11-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss GE06 Truss Type Roof Special Supported Gable Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006371 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:25:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-zaXkfdeqe4VOLKhMkXF_cyDCpwdwKdLyn28tJAyYnfo Scale = 1:13.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 3x4 3x4 1-4-0 1-4-0 2-4-0 1-0-0 2-2-01-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 3 3 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=1-4-0, 4=1-4-0 Max Horz 5=-43(LC 14) Max Uplift 5=-29(LC 11), 4=-7(LC 7) Max Grav 5=29(LC 9), 4=148(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss GE07 Truss Type Monopitch Supported Gable Qty 2 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006372 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:25:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-vzfU4Jg5Ahl6aerlryISiNIZGkJaoXnFFMd_O2yYnfm Scale = 1:15.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x4 3x4 2x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=2-0-0, 4=2-0-0 Max Horz 5=42(LC 10) Max Uplift 4=-28(LC 10) Max Grav 5=160(LC 1), 4=57(LC 17) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss GE08 Truss Type GABLE Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006373 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:25:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-rMmFV_hLhI0qpx_8zNKwnoNvtY?zGPyYig65SxyYnfk Scale = 1:42.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 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 27 3x4 3x4 3x4 3x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-013-11-0 -1-0-0 1-0-0 6-6-8 6-6-8 13-11-0 7-4-8 14-11-0 1-0-0 1-3-06-8-61-2-010.00 12 9.00 12 Plate Offsets (X,Y)-- [7:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.06 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 14 14 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 180 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 26=-139(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 26, 22, 23, 24, 25, 20, 19, 18, 17 except 15=-109(LC 7), 16=-127(LC 6) Max Grav All reactions 250 lb or less at joint(s) 26, 15, 21, 22, 23, 24, 25, 20, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-6-8, Corner(3R) 3-6-8 to 9-6-8, Exterior(2N) 9-6-8 to 11-10-8, Corner(3E) 11-10-8 to 14-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 22, 23, 24, 25, 20, 19, 18, 17 except (jt=lb) 15=109, 16=127. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J01 Truss Type Jack-Open Girder Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006374 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:25:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-CJa8YilUWre7wit5lww5Us5ijZUFxioHsyqs78yYnff Scale = 1:21.8 1 4 2 5 3 3x6 3x4 4-0-04-0-0 4-0-0 4-0-0 1-1-03-9-08.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.95 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.06 (loc) 3-4 3-4 2 l/defl >860 >413 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 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 6-6-12 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=63(LC 8) Max Uplift 2=-51(LC 8) Max Grav 4=350(LC 1), 2=128(LC 31), 3=231(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 401 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-401(F) September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J02 Truss Type Jack-Open Girder Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006375 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:26:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-44peO3o_a38YPKAs_m_1eiFQHA0QtVotnao3GwyYnfb Scale = 1:21.8 1 2 5 3 6 4 3x4 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-1-03-9-03-3-133-9-08.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 -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=81(LC 8) Max Uplift 3=-57(LC 8), 4=-8(LC 8) Max Grav 5=274(LC 1), 3=111(LC 31), 4=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 44 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-93(B) September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J03 Truss Type Jack-Open Qty 2 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006376 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:26:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-VfVn05rtt_W7GnvRguYkGKtxRN3i4sXJTY0jtEyYnfY Scale = 1:21.8 1 2 5 3 4 3x6 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-1-03-9-03-3-133-9-08.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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=81(LC 10) Max Uplift 3=-55(LC 10) Max Grav 5=229(LC 1), 3=107(LC 17), 4=74(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J04 Truss Type Jack-Open Qty 34 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006377 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:26:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-NRkIsSuNwD1ZkPDCvkcgQA2d?_QP0ggvOA_x00yYnfU Scale = 1:26.0 1 2 5 4 3 3x4 3x4 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=102(LC 10) Max Uplift 3=-63(LC 10), 4=-4(LC 10) Max Grav 5=230(LC 1), 3=111(LC 17), 4=78(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J05 Truss Type Jack-Open Qty 3 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006378 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:26:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-rdIg3ov?hW9QMZoPSR7vzOaonOozl7m2dqkUZSyYnfT Scale = 1:15.1 1 2 5 3 43x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -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=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=45(LC 10) Max Uplift 3=-30(LC 10) Max Grav 5=161(LC 1), 3=45(LC 17), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J06 Truss Type Jack-Open Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006379 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:26:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Ca5Z7Wy8W3niSKgMF_j4gRIeWPU3QO0nm5RFEfyYnfO Scale = 1:15.0 1 2 5 3 4 3x4 3x4 2-5-152-5-8 -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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) 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=0-4-7, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-7(LC 10), 3=-26(LC 10) Max Grav 5=223(LC 1), 3=41(LC 1), 4=43(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J07 Truss Type Jack-Closed Girder Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006380 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:26:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-8zDJXC_O2g1QidqlNPlYlsN?PD3SuIE4EPwMIYyYnfM Scale = 1:23.2 1 2 4 35 3x4 3x4 3x4 4x6 3-3-123-3-12 3-3-12 3-3-12 1-3-04-0-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.52 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=Mechanical Max Horz 4=95(LC 5) Max Grav 4=927(LC 1), 3=728(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1407 lb down at 1-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1407(F) September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J08 Truss Type Jack-Open Qty 2 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006381 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:26:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-K4OTry6IS2QsWKAsWDS7iBKuUfwdzGSild5RBPyYnfB Scale = 1:23.2 1 2 5 4 3 3x4 3x4 3x4 3-3-123-3-12 -1-0-0 1-0-0 3-3-12 3-3-12 1-3-04-0-210.00 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 0.12 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 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=86(LC 10) Max Uplift 3=-50(LC 10), 4=-9(LC 10) Max Grav 5=204(LC 1), 3=88(LC 17), 4=64(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J09 Truss Type Jack-Open Qty 6 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006382 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:26:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-wnEmnlH49MBtCTEYK9iPG7vGlIjYFbhmzoUBgbyYnez Scale = 1:14.3 1 2 5 3 43x4 3x4 1-9-01-9-0 -1-0-0 1-0-0 1-9-0 1-9-0 1-1-02-3-01-9-132-3-08.00 12 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-9-0 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=40(LC 10) Max Uplift 3=-26(LC 10), 4=-1(LC 10) Max Grav 5=154(LC 1), 3=35(LC 17), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J10 Truss Type Jack-Open Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006383 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:27:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-ZMUktfeGKGrmAwy7XljCxFcEp_dnYjT1ep0DBQyYneW Scale = 1:14.1 1 2 5 4 3 3x4 3x4 3x4 1-10-21-10-2 -1-7-3 1-7-3 1-10-2 1-10-2 1-3-02-2-86.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-14, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 7) Max Uplift 5=-9(LC 10), 3=-5(LC 10), 4=-13(LC 10) Max Grav 5=222(LC 1), 3=10(LC 6), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss J11 Truss Type Jack-Open Qty 6 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006384 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:27:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-OnNQiXwivKkVRTDYN4ecN538EFShR6ZQxu4xWayYne9 Scale = 1:20.9 1 2 5 3 4 3x4 3x4 3-9-03-9-0 -1-0-0 1-0-0 3-9-0 3-9-0 1-1-03-7-08.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 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=76(LC 10) Max Uplift 3=-52(LC 10) Max Grav 5=220(LC 1), 3=99(LC 17), 4=69(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss M01 Truss Type Monopitch Qty 6 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006385 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:27:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-h7I4Aw?5GUcVnYFuI2GF9asLd4qxaHfSYUHpFgyYne2 Scale = 1:12.8 1 2 3 5 4 2x4 3x6 2x4 4-5-04-5-0 -1-0-0 1-0-0 4-5-0 4-5-0 0-8-81-11-150-3-83.50 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.14 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 4=0-1-8 Max Horz 5=41(LC 6) Max Uplift 5=-59(LC 6), 4=-41(LC 6) Max Grav 5=243(LC 1), 4=155(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss M02 Truss Type Monopitch Qty 4 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006386 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:27:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-WHfLQz4rrKNfVTi2eJNfPr6HGVqE_?vKwPk7SKyYndy Scale = 1:16.9 1 2 3 5 4 6 7 2x4 3x6 2x4 6-5-06-5-0 -1-0-0 1-0-0 6-5-0 6-5-0 0-8-82-6-150-3-83.50 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.52 0.34 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.15 0.00 (loc) 4-5 4-5 l/defl >701 >506 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 4=0-1-8 Max Horz 5=57(LC 6) Max Uplift 5=-73(LC 6), 4=-62(LC 6) Max Grav 5=320(LC 1), 4=239(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-270/199 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-3-4, Exterior(2E) 3-3-4 to 6-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss M03 Truss Type Monopitch Qty 4 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006387 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:27:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Sgn5rf56NxdNkmsRmkP7UGBe0IWsSvSdNjDEWDyYndw Scale = 1:16.8 1 2 3 5 4 6 7 2x4 4x6 2x4 6-4-06-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 0-8-82-6-110-3-83.50 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.51 0.33 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.14 0.00 (loc) 4-5 4-5 l/defl >999 >528 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=57(LC 6) Max Uplift 5=-32(LC 6), 4=-22(LC 10) Max Grav 5=317(LC 1), 4=235(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-267/206 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-2-4, Exterior(2E) 3-2-4 to 6-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss M05 Truss Type Monopitch Qty 5 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006388 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:27:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-KR0ch08cRA7oDOAC?aU3e6LPUvy7Oi_DILBRf_yYnds Scale = 1:15.1 1 2 3 5 4 2x4 3x4 3x4 2x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-00-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=42(LC 10) Max Uplift 4=-28(LC 10) Max Grav 5=160(LC 1), 4=57(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 3 Estates at Towne Meadows Job Reference (optional) I43006389 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:27:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Hq8M6iAtznNWShJa6_WXjXRiqjQ5scmVmfgYksyYndq Scale: 3/4"=1' 1 2 345 3x4 3x4 3x4 3x8 6-4-06-4-0 6-4-0 6-4-0 0-8-82-6-113.50 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.92 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 -0.00 (loc) 1-3 1-3 3 l/defl >797 >386 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: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 1=0-3-8 Max Horz 1=64(LC 7) Max Grav 3=1750(LC 1), 1=1031(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) n/a 2) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 2 rows at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 3=-772 4=-763 5=-763 Ply to ply nailing inadequate September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T01 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006390 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:27:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-hPqVkkClFil5J929n73EL939_wV73qwySduCLByYndn Scale = 1:75.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 6x6 5x10 MT18HS 3x6 4x6 4x8 5x8 3x8 4x6 3x4 4x6 3x8 4x6 5x8 4x8 4x10 4x8 5-6-05-6-0 14-11-119-5-11 24-5-59-5-11 33-11-09-5-11 41-8-07-9-0 5-6-0 5-6-0 12-7-4 7-1-4 19-8-8 7-1-4 26-9-12 7-1-4 33-11-0 7-1-4 41-8-0 7-9-0 42-8-0 1-0-0 2-7-06-1-16-3-01-1-06-1-18.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-8], [7:0-4-0,0-1-9], [10:Edge,0-2-0], [11:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.62 0.64 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.42 0.09 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 194 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 10-12: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-16,6-11: 2x4 SPF No.2, 1-17: 2x4 SPF-S Stud, 8-10: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-7 max.): 2-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-11 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=-135(LC 6) Max Grav 17=1644(LC 1), 10=1730(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1711/47, 2-3=-1361/56, 3-4=-2733/70, 4-6=-2877/80, 6-7=-1695/60, 7-8=-2186/48, 1-17=-1596/13, 8-10=-1467/28 BOT CHORD 14-16=-119/2533, 13-14=-117/2979, 11-13=-75/2726, 10-11=0/1706 WEBS 2-16=0/567, 3-16=-1532/123, 3-14=0/560, 4-14=-401/90, 6-13=0/459, 6-11=-1382/141, 7-11=0/789, 1-16=-28/1414 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 9-8-15, Interior(1) 9-8-15 to 29-8-1, Exterior(2R) 29-8-1 to 38-1-15, Interior(1) 38-1-15 to 39-8-0, Exterior(2E) 39-8-0 to 42-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T02 Truss Type HIP Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006391 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:27:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-dnxF9QE?nK0pZSCYvY6iQa8Qvk7EXkYFvxNJP4yYndl Scale = 1:77.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 2122 23 24 25 266x8 12x18 MT18HS 3x6 4x6 3x8 MT18HS3x12 3x6 3x4 3x4 3x8 2x4 12x12 5x6 5x10 MT18HS 3x8 MT18HS 8-0-08-0-0 19-8-811-8-8 31-5-011-8-8 41-8-010-3-0 8-0-0 8-0-0 15-9-11 7-9-11 23-7-5 7-9-11 31-5-0 7-9-11 36-5-4 5-0-4 41-8-0 5-2-12 42-8-0 1-0-0 2-7-07-9-17-11-01-1-07-9-18.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [2:0-2-0,0-8-12], [6:0-6-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.91 0.92 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.73 0.14 (loc) 13-15 13-15 9 l/defl >999 >687 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 *Except* 6-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-15,6-11,7-11,1-15: 2x3 SPF No.2, 1-16: 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-12 max.): 2-6. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-15, 5-11 REACTIONS. (size)16=Mechanical, 9=0-3-8 Max Horz 16=-159(LC 8) Max Grav 16=1660(LC 1), 9=1722(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1867/9, 2-3=-1452/37, 3-5=-2318/4, 5-6=-1745/24, 6-7=-2122/9, 7-9=-2249/332, 1-16=-1596/0 BOT CHORD 13-15=-57/2201, 11-13=-20/2301, 9-11=0/1739 WEBS 2-15=0/582, 3-15=-1094/126, 3-13=0/364, 5-11=-844/136, 6-11=0/717, 1-15=0/1415 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-1, Exterior(2R) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 27-2-1, Exterior(2R) 27-2-1 to 35-7-15, Interior(1) 35-7-15 to 39-8-0, Exterior(2E) 39-8-0 to 42-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T03 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006392 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-2MdOnRGu4FOOQww7agfP2Dmw0xBnk?ihcvcz0PyYndi Scale = 1:77.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 233x6 5x6 3x6 12x18 MT18HS 3x6 3x8 3x12 3x4 3x4 3x4 3x8 3x6 3x8 5x10 MT18HS 8x14 MT18HS 3x8 MT18HS 10-6-010-6-0 19-8-89-2-8 28-11-09-2-8 35-2-46-3-4 41-8-06-5-12 5-4-4 5-4-4 10-6-0 5-1-12 16-7-11 6-1-11 22-9-5 6-1-11 28-11-0 6-1-11 35-2-4 6-3-4 41-8-0 6-5-12 2-7-09-5-19-7-01-1-09-5-18.00 12 Plate Offsets (X,Y)-- [3:0-3-1,Edge], [7:0-1-8,0-4-0], [9:Edge,0-10-2], [10:0-1-12,0-0-0], [11:0-2-8,0-1-8], [17:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.92 0.80 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.42 0.10 (loc) 16-17 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,8-12,8-11,2-17,9-11: 2x3 SPF No.2, 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-7 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-14, 5-12, 2-17 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=-186(LC 8) Max Grav 17=1655(LC 1), 10=1655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/48, 2-3=-1790/34, 3-4=-1425/60, 4-5=-1875/23, 5-7=-1606/55, 7-8=-2034/23, 8-9=-2255/0, 1-17=-261/37, 9-10=-1575/0 BOT CHORD 16-17=-69/1287, 14-16=-17/1813, 12-14=0/1874, 11-12=0/1785, 10-11=-41/402 WEBS 2-16=-54/322, 3-16=0/600, 4-16=-761/109, 4-14=0/267, 5-12=-580/128, 7-12=0/695, 8-12=-280/127, 2-17=-1727/0, 9-11=0/1396 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-3-1, Exterior(2R) 6-3-1 to 14-8-15, Interior(1) 14-8-15 to 24-8-1, Exterior(2R) 24-8-1 to 33-1-15, Interior(1) 33-1-15 to 38-6-4, Exterior(2E) 38-6-4 to 41-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T04 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006393 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-w7svdpJO8TupuXEupWkLC3xc_ZcYgxRGWXaB9AyYnde Scale = 1:82.0 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 236x8 8x14 MT18HS 12x18 MT18HS 3x6 3x8 MT18HS 3x6 3x6 3x6 3x8 3x8 2x4 3x8 3x6 3x6 12x18 MT18HS 3x6 6-7-46-7-4 13-0-06-4-12 19-8-86-8-8 26-5-06-8-8 33-11-47-6-4 41-8-07-8-12 6-7-4 6-7-4 13-0-0 6-4-12 19-8-8 6-8-8 26-5-0 6-8-8 33-11-4 7-6-4 41-8-0 7-8-12 2-7-011-1-111-3-01-1-011-1-18.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [3:0-1-8,0-4-0], [5:0-2-0,0-8-12], [8:Edge,0-10-2], [9:0-1-12,0-0-0], [10:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.92 0.56 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.22 0.08 (loc) 13 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 211 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,7-10,1-16,8-10: 2x3 SPF No.2, 1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-15 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 4-15, 4-12, 7-12 REACTIONS. (size)17=Mechanical, 9=Mechanical Max Horz 17=-216(LC 8) Max Grav 17=1655(LC 1), 9=1655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1777/5, 2-3=-1752/66, 3-4=-1373/91, 4-5=-1491/86, 5-7=-1918/55, 7-8=-2279/0, 1-17=-1583/0, 8-9=-1569/9 BOT CHORD 16-17=-179/261, 15-16=-22/1391, 13-15=0/1607, 12-13=0/1607, 10-12=0/1789, 9-10=-68/518 WEBS 2-16=-351/48, 3-15=0/553, 4-15=-548/94, 4-13=0/272, 4-12=-371/125, 5-12=0/603, 7-12=-424/138, 1-16=0/1360, 8-10=0/1279 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-9-1, Exterior(2R) 8-9-1 to 17-2-15, Interior(1) 17-2-15 to 22-2-1, Exterior(2R) 22-2-1 to 30-7-15, Interior(1) 30-7-15 to 38-6-4, Exterior(2E) 38-6-4 to 41-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T05 Truss Type Half Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006394 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-OKQHq9K0vn0gWhp4NDFalGT_Vy4wPVaQlAJkhcyYndd Scale = 1:19.4 1 2 3 4 7 6 5 8 4x8 3x4 3x4 3x4 3x4 3x6 2-5-62-5-6 4-0-01-6-10 -1-0-0 1-0-0 2-5-6 2-5-6 4-0-0 1-6-10 1-3-03-1-113-3-83-1-1110.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 5 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* 2-7: 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)5=Mechanical, 7=0-3-8 Max Horz 7=87(LC 7) Max Uplift 5=-30(LC 7), 7=-6(LC 10) Max Grav 5=139(LC 1), 7=229(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-5-6, Exterior(2E) 2-5-6 to 3-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T06 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006395 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-LiY1FqMHROGOl?zTUeH2qhZCpmaMtFQjDUormVyYndb Scale = 1:92.0 1 2 3 4 5 6 7 8 9 10 11 21 20 1918 17 16 15 14 13 12 22 23 24 25 26 3x6 5x10 MT18HS 5x6 5x12 6x6 5x8 5x6 4x6 5x10 MT18HS 3x6 3x6 3x6 3x4 4x8 3x4 3x4 3x6 5x12 6x6 3x4 3x6 7-9-127-9-12 15-5-17-7-4 17-11-152-6-14 21-5-33-5-4 27-5-36-0-0 36-10-159-5-12 41-8-04-9-1 7-9-12 7-9-12 15-5-1 7-7-4 17-11-15 2-6-14 21-5-3 3-5-4 27-5-3 6-0-0 32-2-1 4-8-14 36-10-15 4-8-14 40-10-15 4-0-0 41-8-0 0-9-1 2-7-012-8-710-4-154-3-112-10-63-9-012-8-78.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-6-0,0-1-8], [5:0-3-1,Edge], [6:0-6-0,0-1-14], [7:0-3-1,Edge], [10:0-4-4,0-2-4], [11:0-3-0,0-1-8], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.63 0.74 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.47 0.08 (loc) 13-14 13-14 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 252 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,9-13,10-13,1-20,11-13: 2x3 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-9 max.): 4-5, 6-7, 9-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 4-17, 6-17, 6-16, 8-14 REACTIONS. (size)21=Mechanical, 12=Mechanical Max Horz 21=255(LC 7) Max Uplift 12=-18(LC 11) Max Grav 21=1655(LC 1), 12=1655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1850/61, 3-4=-1694/139, 4-5=-1355/155, 5-6=-1709/166, 6-7=-1689/124, 7-8=-1915/111, 8-9=-2191/96, 9-10=-1671/28, 10-11=-1329/36, 1-21=-1573/34, 11-12=-1629/24 BOT CHORD 20-21=-232/318, 19-20=-1/1437, 17-19=0/1308, 16-17=0/1692, 14-16=0/1538, 13-14=-16/1688 WEBS 3-19=-257/141, 4-19=-28/333, 4-17=-96/385, 5-17=-81/867, 6-17=-1076/130, 7-16=-49/319, 7-14=0/467, 8-14=-294/119, 9-13=-1434/106, 10-13=-5/836, 1-20=0/1339, 11-13=-37/1387 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-5-1, Exterior(2R) 12-5-1 to 20-11-15, Interior(1) 20-11-15 to 24-5-3, Exterior(2R) 24-5-3 to 30-5-3, Interior(1) 30-5-3 to 37-10-15, Exterior(2R) 37-10-15 to 40-10-15, Exterior(2E) 40-10-15 to 41-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T07 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006396 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-lHEAusO9jJezcSh29mrlSKBgdzaF4Wz9vS1VNqyYndY Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 3x6 12x18 MT18HS 5x16 MT18HS 8x8 5x12 5x6 5x6 3x6 3x6 4x8 6x8 3x4 2x4 5x8 8x14 MT18HS 3x4 5x8 3x6 3x8 MT18HS 12-0-612-0-6 23-10-411-9-14 29-10-46-0-0 34-5-144-7-10 38-5-144-0-0 41-8-03-2-2 8-5-8 8-5-8 16-8-8 8-3-0 23-10-4 7-1-12 29-10-4 6-0-0 34-5-14 4-7-10 38-5-14 4-0-0 41-8-0 3-2-2 2-7-08-9-95-10-713-8-113-9-08-9-98.00 12 Plate Offsets (X,Y)-- [4:1-3-0,0-1-12], [5:0-8-0,0-1-14], [6:0-5-1,Edge], [8:0-4-4,0-2-4], [9:0-2-12,0-2-0], [19:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.78 0.86 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.68 0.09 (loc) 15-17 15-17 10 l/defl >999 >736 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 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 7-14,7-12,7-11,8-11,9-11: 2x3 SPF No.2, 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-2 max.): 5-6, 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 7-11, 3-19 REACTIONS. (size)19=Mechanical, 10=Mechanical Max Horz 19=270(LC 9) Max Uplift 10=-21(LC 11) Max Grav 19=1655(LC 1), 10=1655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-423/113, 3-4=-1789/144, 4-5=-2505/196, 5-6=-2010/92, 6-7=-2023/92, 7-8=-877/61, 8-9=-1089/59, 1-19=-404/102, 9-10=-1619/33 BOT CHORD 17-19=-24/1429, 15-17=0/1243, 14-15=0/1646, 12-14=-26/1749, 11-12=-25/1751 WEBS 4-17=-61/477, 4-15=-150/1593, 5-15=-1727/211, 6-15=-3/622, 6-14=0/272, 7-11=-1523/6, 8-11=0/354, 3-19=-1661/0, 9-11=-4/1286 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-8-8, Exterior(2R) 13-8-8 to 19-8-8, Interior(1) 19-8-8 to 26-10-4, Exterior(2R) 26-10-4 to 32-10-4, Interior(1) 32-10-4 to 35-5-14, Exterior(2R) 35-5-14 to 38-5-14, Exterior(2E) 38-5-14 to 41-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T08 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006397 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-DUoY5CPnUdmqEcGEjUM_?XjqWNwcp?qI76m2vGyYndX Scale = 1:94.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x8 9x22 MT18HS 5x12 7x16 MT18HS 5x8 5x10 MT18HS 3x6 3x6 3x6 4x8 4x8 6x8 3x6 8x8 3x4 4x8 3x8 MT18HS 8-5-88-5-8 16-8-88-3-0 26-3-59-6-13 36-3-510-0-0 41-8-05-4-11 8-5-8 8-5-8 16-8-8 8-3-0 21-5-14 4-9-6 26-3-5 4-9-6 31-3-5 5-0-0 36-3-5 5-0-0 41-8-0 5-4-11 2-7-07-2-313-8-113-9-07-2-38.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [6:0-6-0,0-1-14], [8:1-1-1,Edge], [9:0-3-8,Edge], [10:Edge,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.84 0.85 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.53 0.08 (loc) 11-13 11-13 10 l/defl >999 >941 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 211 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,6-13,8-11,9-11: 2x3 SPF No.2, 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-10 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 6-13, 7-11 REACTIONS. (size)17=Mechanical, 10=Mechanical Max Horz 17=270(LC 7) Max Uplift 10=-21(LC 11) Max Grav 17=1655(LC 1), 10=1655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1876/47, 3-4=-1654/127, 4-5=-1569/138, 5-6=-2869/113, 6-7=-2335/46, 7-8=-1147/69, 8-9=-1440/50, 1-17=-1567/24, 9-10=-1617/36 BOT CHORD 16-17=-246/356, 14-16=-10/1450, 13-14=0/1675, 11-13=-16/1854 WEBS 3-14=-350/156, 4-14=-44/1260, 5-14=-989/155, 5-13=-75/1513, 6-13=-1821/134, 7-13=0/804, 7-11=-1225/16, 8-11=0/474, 1-16=0/1318, 9-11=0/1321 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-8-8, Exterior(2R) 13-8-8 to 19-8-8, Interior(1) 19-8-8 to 33-3-5, Exterior(2R) 33-3-5 to 38-6-4, Exterior(2E) 38-6-4 to 41-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T09 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006398 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-hgLwIYPPFwvhsmrQHBtDXlG1BnG_YT5SMmWcRiyYndW Scale = 1:94.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 3x8 9x22 MT18HS 5x12 6x6 5x6 5x10 MT18HS 3x6 3x6 3x6 4x8 3x8 3x8 4x6 4x6 8x8 3x4 5x8 3x8 MT18HS 8-5-88-5-8 16-8-88-3-0 22-8-156-0-6 28-9-56-0-6 38-9-510-0-0 41-8-02-10-11 8-5-8 8-5-8 16-8-8 8-3-0 22-8-15 6-0-6 28-9-5 6-0-6 33-9-5 5-0-0 38-9-5 5-0-0 41-8-0 2-10-11 2-7-05-6-313-8-113-9-05-6-38.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [6:0-6-0,0-1-14], [8:0-3-1,Edge], [9:0-2-12,0-2-0], [12:0-2-8,0-2-0], [14:0-3-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.84 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.54 0.10 (loc) 11-12 11-12 10 l/defl >999 >928 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 204 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* 3-15,4-15,5-15,5-14,1-18,1-17: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-15 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 3-15, 5-15, 6-14, 7-11 REACTIONS. (size)18=Mechanical, 10=Mechanical Max Horz 18=270(LC 7) Max Uplift 10=-21(LC 11) Max Grav 18=1655(LC 1), 10=1655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1877/42, 3-4=-1651/125, 4-5=-1598/132, 5-6=-2310/67, 6-7=-2795/16, 7-8=-875/36, 8-9=-1056/30, 1-18=-1568/21, 9-10=-1672/1 BOT CHORD 17-18=-246/355, 15-17=-9/1451, 14-15=0/1830, 12-14=-3/2806, 11-12=-40/1996 WEBS 3-15=-356/153, 4-15=-32/1236, 5-15=-1063/139, 5-14=0/951, 6-14=-1298/67, 6-12=-678/68, 7-12=0/1166, 7-11=-1642/41, 8-11=0/350, 1-17=0/1320, 9-11=0/1372 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-8-8, Exterior(2R) 13-8-8 to 19-8-8, Interior(1) 19-8-8 to 35-9-5, Exterior(2R) 35-9-5 to 38-9-5, Exterior(2E) 38-9-5 to 41-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T10 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006399 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-9svIWuQ20E1YTwQdrvOS4yoBxBazHwmbbQF9_9yYndV Scale = 1:80.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x6 8x8 3x8 8x10 3x4 3x8 3x4 4x6 4x8 2x4 6x6 6x6 5x10 MT18HS 8x14 MT18HS 3x6 11-5-711-5-7 22-8-711-2-15 33-11-611-2-15 35-11-01-11-10 8-7-0 8-7-0 16-11-8 8-4-8 25-5-7 8-5-15 33-11-6 8-5-15 35-11-0 1-11-10 2-5-013-8-112-4-128.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-5-4], [9:Edge,0-2-8], [10:0-2-8,0-3-0], [15:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.78 0.99 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.63 0.07 (loc) 10-11 10-11 9 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9,5-11,7-10,8-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-4 max.): 7-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-14, 5-11, 7-11, 3-15 REACTIONS. (size)9=Mechanical, 15=0-5-8 Max Horz 15=-258(LC 6) Max Grav 9=1427(LC 1), 15=1427(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-447/116, 3-4=-1509/144, 4-5=-1639/142, 5-7=-1816/51, 7-8=-1339/0, 8-9=-1495/0, 1-15=-420/108 BOT CHORD 14-15=-37/1225, 11-14=0/965, 10-11=-15/1406 WEBS 3-14=-283/235, 4-14=-88/526, 4-11=-88/746, 5-11=-470/220, 7-10=-1386/147, 8-10=0/2082, 3-15=-1323/0 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-11-8, Exterior(2R) 13-11-8 to 19-11-8, Interior(1) 19-11-8 to 33-11-6, Exterior(2E) 33-11-6 to 35-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T11 Truss Type Common Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006400 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-e3ThjERgnY9O54?pOcvhcALL2bzR0Nhlq4?jWbyYndU Scale = 1:79.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x6 6x8 3x6 5x10 MT18HS 3x6 3x6 3x6 3x8 3x6 3x4 4x6 8x8 12x18 MT18HS 3x6 8-7-08-7-0 16-11-88-4-8 26-10-09-10-8 35-11-09-1-0 8-7-0 8-7-0 16-11-8 8-4-8 23-2-8 6-3-0 29-5-8 6-3-0 35-11-0 6-5-8 2-5-013-8-111-1-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [4:0-5-4,0-2-8], [7:0-2-6,0-2-1], [8:0-1-12,0-1-3], [9:Edge,0-3-0], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.82 0.72 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.41 0.06 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-14,7-10,7-9: 2x3 SPF No.2, 8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-12, 7-9 REACTIONS. (size)15=0-5-8, 9=0-3-8 Max Horz 15=-260(LC 8) Max Grav 15=1425(LC 1), 9=1425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1619/45, 3-4=-1319/126, 4-5=-1268/132, 5-7=-1792/80, 7-8=-642/89, 1-15=-1335/30, 8-9=-490/84 BOT CHORD 14-15=-219/378, 12-14=-22/1243, 10-12=0/1264, 9-10=0/1493 WEBS 3-12=-410/156, 4-12=-31/856, 5-12=-551/165, 5-10=-25/429, 1-14=0/1066, 7-9=-1344/0 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-11-8, Exterior(2R) 13-11-8 to 19-11-8, Interior(1) 19-11-8 to 32-9-4, Exterior(2E) 32-9-4 to 35-9-4 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T12 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006401 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-6F13xZSIYrHFjDa?yKQw9NuVz_K4lqPu2kkG21yYndT Scale = 1:77.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x8 5x8 5x6 3x6 5x10 MT18HS 3x6 3x6 3x6 3x4 3x4 3x6 3x4 4x6 8x8 3x6 4x6 5x10 MT18HS 8-3-08-3-0 16-3-98-0-8 17-7-71-3-14 26-8-09-0-8 35-11-09-3-0 8-3-0 8-3-0 16-3-9 8-0-8 17-7-7 1-3-14 23-7-13 6-0-6 29-8-2 6-0-6 35-11-0 6-2-14 36-11-0 1-0-0 2-5-013-3-61-1-013-3-68.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [4:0-4-12,0-2-8], [5:0-3-0,0-2-3], [8:0-2-8,0-2-0], [9:0-3-0,Edge], [11:Edge,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.87 0.69 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.06 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 184 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-12,8-11: 2x3 SPF No.2, 9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-14, 8-11 REACTIONS. (size)18=0-5-8, 11=0-3-8 Max Horz 18=-260(LC 6) Max Uplift 11=-5(LC 11) Max Grav 18=1424(LC 1), 11=1495(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1611/18, 3-4=-1341/110, 4-5=-1001/114, 5-6=-1309/104, 6-8=-1772/69, 8-9=-599/69, 1-18=-1340/27, 9-11=-533/86 BOT CHORD 17-18=-202/359, 15-17=-9/1236, 14-15=0/1001, 12-14=0/1286, 11-12=0/1479 WEBS 3-15=-391/157, 4-15=0/333, 5-14=-29/545, 6-14=-557/163, 6-12=-19/401, 1-17=0/1082, 8-11=-1375/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-0-10, Exterior(2R) 12-0-10 to 21-10-6, Interior(1) 21-10-6 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T13 Truss Type Common Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006402 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-2d9pMFTY4TXzyXkO4kTOEozsJox3Do0BW2DN7wyYndR Scale = 1:80.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x8 8x14 MT18HS 3x8 3x6 3x6 4x6 3x6 4x6 5x12 5x12 5x12 5x12 3x6 3x8 MT18HS 12-0-812-0-8 23-10-811-10-0 35-11-012-0-8 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 36-11-0 1-0-0 1-1-013-0-81-1-08.00 12 Plate Offsets (X,Y)-- [1:0-1-1,0-1-8], [4:0-11-4,0-2-8], [7:0-1-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.82 0.98 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.53 0.07 (loc) 9-11 13-15 9 l/defl >999 >796 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 162 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12,12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 5-11,3-13: 2x3 SPF No.2, 1-15,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-15, 5-9 REACTIONS. (size)15=Mechanical, 9=0-3-8 Max Horz 15=-245(LC 6) Max Uplift 9=-4(LC 11) Max Grav 15=1417(LC 1), 9=1493(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-965/145, 3-4=-1685/128, 4-5=-1682/128, 5-7=-915/146, 1-15=-718/131, 7-9=-765/146 BOT CHORD 13-15=-46/1434, 11-13=0/1009, 9-11=0/1430 WEBS 4-11=-77/679, 5-11=-415/232, 4-13=-77/683, 3-13=-419/232, 3-15=-951/0, 5-9=-999/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 4 = 0% 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) 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T14 Truss Type Common Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006403 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-WqjBZbUArmfqahJadS_dn0W1JCMHyI1KkizwfMyYndQ Scale = 1:81.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 8x14 MT18HS 3x6 4x6 3x6 3x8 3x6 4x6 3x6 4x6 5x8 4x6 5x8 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 36-11-0 1-0-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [5:0-11-4,0-2-8], [8:0-2-12,0-1-12], [10:Edge,0-2-0], [11:0-2-8,0-2-0], [15:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.80 0.66 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.26 0.06 (loc) 13-15 13-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 165 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,4-15: 2x3 SPF No.2, 2-16,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-250(LC 8) Max Uplift 16=-4(LC 10), 10=-4(LC 11) Max Grav 16=1492(LC 1), 10=1492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1889/28, 4-5=-1380/115, 5-6=-1380/115, 6-8=-1889/28, 2-16=-1400/59, 8-10=-1400/59 BOT CHORD 15-16=-205/706, 13-15=-31/1448, 11-13=0/1448, 10-11=-80/544 WEBS 5-13=0/847, 6-13=-575/156, 6-11=0/283, 4-13=-575/156, 4-15=0/283, 2-15=0/909, 8-11=0/909 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 5 = 4% 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) 16, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T15 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006404 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-SCqy_HWRNOvYp?Szlt05sRbQV?24QFmdC0S1jFyYndO Scale = 1:80.7 12 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 3x8 5x10 MT18HS 12x18 MT18HS 3x8 5x12 4x6 4x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 5x12 4x6 4x6 3x6 7-9-87-9-8 15-4-97-7-0 20-6-75-1-14 28-1-87-7-0 35-11-07-9-8 -1-0-0 1-0-0 7-9-8 7-9-8 15-4-9 7-7-0 20-6-7 5-1-14 28-1-8 7-7-0 35-11-0 7-9-8 36-11-0 1-0-0 1-1-011-2-111-4-11-1-011-2-18.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [6:0-6-12,0-2-0], [7:0-2-0,0-8-12], [11:0-8-13,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.63 0.64 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.24 0.09 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-13: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-10-6, Right 2x8 SP 2400F 2.0E 4-10-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except 2-0-0 oc purlins (4-10-3 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=-196(LC 6) Max Grav 2=1497(LC 1), 11=1497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1998/0, 4-6=-1538/67, 6-7=-1179/95, 7-9=-1539/67, 9-11=-1997/0 BOT CHORD 2-18=-23/1508, 16-18=-23/1508, 15-16=0/1178, 13-15=0/1507, 11-13=0/1507 WEBS 4-18=0/301, 4-16=-454/141, 6-16=-11/446, 7-15=-1/446, 9-15=-453/141, 9-13=0/301 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-1-10, Exterior(2R) 11-1-10 to 24-9-6, Interior(1) 24-9-6 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 4%, joint 7 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T16 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006405 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-wPOKBdW38h1PR819JaXKOe8YbPL39dmnRgBaGhyYndN Scale = 1:68.1 12 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 25 3x6 8x14 MT18HS 8x14 MT18HS 3x6 5x12 4x6 4x6 3x6 3x6 2x4 3x8 3x4 3x8 3x6 2x4 5x12 4x6 4x6 3x6 6-6-86-6-8 12-10-96-4-0 23-0-710-1-14 29-4-86-4-0 35-11-06-6-8 -1-0-0 1-0-0 6-6-8 6-6-8 12-10-9 6-4-0 17-11-8 5-0-15 23-0-7 5-0-15 29-4-8 6-4-0 35-11-0 6-6-8 36-11-0 1-0-0 1-1-09-6-19-8-11-1-09-6-18.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [6:0-1-8,0-4-0], [8:0-1-8,0-4-0], [12:0-8-13,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.80 0.78 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.60 0.09 (loc) 15-18 15-18 12 l/defl >999 >721 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,4-18,10-15,10-14: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-1-6, Right 2x8 SP 2400F 2.0E 4-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-8-12 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 7-15 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-166(LC 6) Max Grav 2=1497(LC 1), 12=1497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2021/0, 4-6=-1669/58, 6-7=-1314/84, 7-8=-1314/84, 8-10=-1669/58, 10-12=-2021/0 BOT CHORD 2-19=-3/1506, 18-19=-3/1506, 15-18=0/1392, 14-15=0/1506, 12-14=0/1506 WEBS 4-18=-294/134, 6-18=0/522, 7-18=-289/133, 7-15=-289/132, 8-15=0/522, 10-15=-294/135 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-7-10, Exterior(2R) 8-7-10 to 17-1-8, Interior(1) 17-1-8 to 18-9-8, Exterior(2R) 18-9-8 to 27-3-6, Interior(1) 27-3-6 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T17 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006406 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-PbyiPzXhu?9G2IcLsI2Zxsgjlpglu7ewfKx8o7yYndM Scale = 1:64.7 12 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 12x18 MT18HS 12x18 MT18HS 8x10 4x6 4x6 3x6 3x8 2x4 2x4 3x8 3x8 2x4 8x10 4x6 4x6 3x6 10-4-910-4-9 17-11-87-6-15 25-6-77-6-15 35-11-010-4-9 -1-0-0 1-0-0 5-3-9 5-3-9 10-4-9 5-1-1 17-11-8 7-6-15 25-6-7 7-6-15 30-7-8 5-1-0 35-11-0 5-3-8 36-11-0 1-0-0 1-1-07-10-18-0-11-1-07-10-18.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-8-12], [7:0-2-0,0-8-12] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.77 0.88 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.38 0.09 (loc) 2-16 2-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 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* 6-16,6-12: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 3-4-7, Right 2x8 SP 2400F 2.0E 3-4-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except 2-0-0 oc purlins (4-4-4 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 6-12 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-136(LC 6) Max Grav 2=1497(LC 1), 10=1497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1981/9, 4-5=-1759/25, 5-6=-1435/55, 6-7=-1435/55, 7-8=-1759/25, 8-10=-1981/9 BOT CHORD 2-16=-30/1475, 14-16=0/1754, 12-14=0/1754, 10-12=0/1475 WEBS 5-16=0/571, 6-16=-543/99, 6-14=0/274, 6-12=-543/99, 7-12=0/571 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-1-10, Exterior(2R) 6-1-10 to 14-7-8, Interior(1) 14-7-8 to 21-3-8, Exterior(2R) 21-3-8 to 29-9-6, Interior(1) 29-9-6 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 4%, joint 7 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T18 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006407 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-L_4TqeZxQcP_Icmk_j510Hm57dLVM0RD7eQEs0yYndK Scale: 3/16"=1' 12 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 7x16 MT18HS 3x6 5x12 4x6 4x6 3x6 4x6 3x6 3x4 3x6 4x6 7x16 MT18HS 5x12 4x6 4x6 3x6 7-10-97-10-9 17-11-810-0-15 28-0-710-0-15 35-11-07-10-9 -1-0-0 1-0-0 7-10-9 7-10-9 14-7-3 6-8-10 21-3-13 6-8-10 28-0-7 6-8-10 35-11-0 7-10-9 36-11-0 1-0-0 1-1-06-2-16-4-11-1-06-2-18.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:1-1-1,Edge], [8:1-1-1,Edge], [10:0-8-13,Edge], [12:0-2-8,0-2-0], [16:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.65 0.93 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.47 0.11 (loc) 12-14 14-16 10 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 159 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,7-12: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-11-12, Right 2x8 SP 2400F 2.0E 4-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except 2-0-0 oc purlins (3-7-4 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-106(LC 6) Max Grav 2=1497(LC 1), 10=1497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2009/2, 4-5=-1535/26, 5-7=-2201/0, 7-8=-1535/26, 8-10=-2009/0 BOT CHORD 2-16=-36/1520, 14-16=-57/2141, 12-14=-33/2141, 10-12=0/1520 WEBS 4-16=0/757, 5-16=-894/127, 7-12=-894/127, 8-12=0/757 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-7-10, Exterior(2R) 3-7-10 to 12-1-8, Interior(1) 12-1-8 to 23-9-8, Exterior(2R) 23-9-8 to 32-3-6, Interior(1) 32-3-6 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T19 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006408 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-pAer1_ZZBwXrwmLwYQcGZUIGc0iI5QbMLI9oPSyYndJ Scale = 1:65.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 12x18 MT18HS 3x6 4x6 3x8 MT18HS4x8 3x6 3x4 3x6 4x8 6x8 4x6 6x8 12x18 MT18HS 3x8 MT18HS 6-6-136-6-13 17-11-811-4-12 29-4-411-4-12 35-11-06-6-12 -1-0-0 1-0-0 6-6-13 6-6-13 14-1-15 7-7-2 21-9-1 7-7-2 29-4-4 7-7-2 35-11-0 6-6-12 36-11-0 1-0-0 1-1-05-3-95-5-81-1-05-3-98.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-2-0,0-8-12], [7:0-2-0,0-8-12], [8:0-3-8,Edge], [10:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.67 0.89 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.70 0.09 (loc) 13-15 13-15 10 l/defl >999 >612 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 137 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-15,6-11: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-14 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-11 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-112(LC 8) Max Grav 16=1494(LC 1), 10=1494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1949/21, 3-4=-1535/38, 4-6=-2550/18, 6-7=-1535/37, 7-8=-1949/21, 2-16=-1442/11, 8-10=-1442/11 BOT CHORD 15-16=-116/344, 13-15=-100/2455, 11-13=-78/2455, 10-11=-78/264 WEBS 3-15=0/649, 4-15=-1160/135, 4-13=0/313, 6-13=0/313, 6-11=-1160/135, 7-11=0/649, 2-15=-49/1304, 8-11=-54/1304 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-3-14, Exterior(2R) 2-3-14 to 10-9-11, Interior(1) 10-9-11 to 25-1-5, Exterior(2R) 25-1-5 to 33-7-2, Interior(1) 33-7-2 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 4%, joint 7 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T20 Truss Type Half Hip Qty 2 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006409 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-HMCDFKaCyEfiXww7577V5irZfQCLq_jWayvLxuyYndI Scale = 1:21.8 1 2 3 4 6 5 7 5x6 3x4 4x8 3x4 3x6 4-0-04-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 4-0-0 1-0-0 1-3-03-7-33-9-03-7-310.00 12 Plate Offsets (X,Y)-- [3:0-3-13,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.13 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 5 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* 2-6: 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)5=Mechanical, 6=0-3-8 Max Horz 6=100(LC 7) Max Uplift 5=-35(LC 7), 6=-2(LC 10) Max Grav 5=139(LC 1), 6=229(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 3-0-0, Exterior(2E) 3-0-0 to 3-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T21 Truss Type Common Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006410 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-lZlbSgbqjXoY93VJfrekevOiVqYXZRefpcevTLyYndH Scale = 1:34.8 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 4x6 4x6 4-9-44-9-4 9-6-84-9-4 -1-0-0 1-0-0 4-9-4 4-9-4 9-6-8 4-9-4 10-6-8 1-0-0 1-3-05-2-111-3-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *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=113(LC 9) Max Uplift 8=-5(LC 10), 6=-5(LC 11) Max Grav 8=439(LC 1), 6=439(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-342/94, 3-4=-342/94, 2-8=-391/122, 4-6=-391/122 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 7-6-8, Exterior(2E) 7-6-8 to 10-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T22 Truss Type Common Qty 2 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006411 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-DlJzf0cSUrwPnD3VDY9zB7wtFEumIuup2FOS?nyYndG Scale = 1:34.8 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 4x6 4x6 4-9-44-9-4 9-6-04-8-12 9-6-80-0-8 -1-0-0 1-0-0 4-9-4 4-9-4 9-6-8 4-9-4 10-6-8 1-0-0 1-3-05-2-111-3-010.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *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=0-3-0 Max Horz 8=-113(LC 8) Max Uplift 8=-5(LC 10), 6=-5(LC 11) Max Grav 8=439(LC 1), 6=439(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-342/94, 3-4=-342/94, 2-8=-391/122, 4-6=-391/122 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 7-6-8, Exterior(2E) 7-6-8 to 10-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T23 Truss Type Common Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006412 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-hxtMtMd4F92GONehnGgCjKT1_eEy1L5yGv7?YDyYndF Scale = 1:34.9 1 2 3 4 7 6 5 8 93x6 4x6 3x4 3x4 3x8 3x6 3-6-43-6-4 8-3-04-8-12 8-3-80-0-8 3-6-4 3-6-4 8-3-8 4-9-4 9-3-8 1-0-0 2-3-85-2-111-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 5-6 5-6 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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* 1-7,3-5: 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=Mechanical, 5=0-3-0 Max Horz 5=-117(LC 6) Max Uplift 5=-4(LC 11) Max Grav 7=315(LC 1), 5=394(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/62, 1-7=-293/73, 3-5=-356/117 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 6-3-8, Exterior(2E) 6-3-8 to 9-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T24 Truss Type Roof Special Girder Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006413 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-A8Rk4idi0SA70XDuKzCRGY09x1QymZs5VZtZ4fyYndE Scale = 1:37.0 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x8 5x6 4x6 4x6 6x8 3x6 5x8 10x10 3x4 4x6 7-5-117-5-11 16-5-119-0-0 19-11-03-5-5 -1-0-0 1-0-0 5-5-8 5-5-8 7-5-11 2-0-3 11-11-11 4-6-0 16-5-11 4-6-0 19-11-0 3-5-5 20-11-0 1-0-0 1-2-03-9-05-3-21-2-03-9-09.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [2:0-1-12,0-1-5], [6:0-4-0,0-2-0], [7:0-2-14,0-2-0], [11:0-2-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.79 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.24 0.02 (loc) 10-11 10-11 9 l/defl >999 >992 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-8 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=109(LC 28) Max Uplift 13=-14(LC 8), 9=-110(LC 9) Max Grav 13=1039(LC 1), 9=1186(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-442/136, 3-4=-1972/86, 4-5=-1535/41, 5-6=-1094/104, 6-7=-1399/99, 2-13=-440/126, 7-9=-1227/86 BOT CHORD 11-13=-9/861, 10-11=-118/1594 WEBS 3-11=-44/1793, 4-11=-1282/94, 5-10=-633/112, 6-10=0/533, 3-13=-796/0, 7-10=-34/1046 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 9=110. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 63 lb up at 10-11-12, 82 lb down and 67 lb up at 12-4-15, and 82 lb down and 67 lb up at 14-4-15, and 86 lb down and 71 lb up at 16-5-11 on top chord, and 211 lb down at 10-11-12, 34 lb down at 12-4-15, and 34 lb down at 14-4-15, and 65 lb down and 28 lb up at 16-4-15 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 September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T24 Truss Type Roof Special Girder Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006413 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:31 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-A8Rk4idi0SA70XDuKzCRGY09x1QymZs5VZtZ4fyYndE 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, 4-6=-60, 6-7=-60, 7-8=-60, 9-13=-20 Concentrated Loads (lb) Vert: 6=-46(B) 10=-65(B) 14=-67(B) 15=-42(B) 16=-42(B) 17=-211(B) 18=-22(B) 19=-22(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T25 Truss Type Common Qty 2 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006414 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-eK?6I2eKnmI_eho4uhjgolYKqRwiVFTFkDc6c6yYndD Scale = 1:33.5 1 2 3 4 7 6 5 8 9 4x6 6x6 3x4 3x4 3x8 6x6 5-5-85-5-8 10-11-05-5-8 -1-0-0 1-0-0 5-5-8 5-5-8 10-11-0 5-5-8 1-2-05-3-21-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 5-6 6-7 5 l/defl >999 >999 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 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=0-3-8, 5=Mechanical Max Horz 7=106(LC 7) Max Uplift 7=-6(LC 10) Max Grav 7=497(LC 1), 5=421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-423/83, 3-4=-422/83, 2-7=-443/111, 4-5=-367/72 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-5-8, Exterior(2R) 2-5-8 to 7-9-4, Exterior(2E) 7-9-4 to 10-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T26 Truss Type Common Qty 4 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006415 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-ai7sjjgbJNYit_yT05l8uAdZtFToz1GYBX5Dh_yYndB Scale = 1:50.8 1 2 3 4 5 6 10 9 8 7 11 12 12x18 MT18HS 4x6 3x6 3x8 3x4 3x4 12x18 MT18HS 9-11-89-11-8 19-11-09-11-8 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-2-08-7-101-2-09.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-5], [1:Edge,0-2-4], [5:0-1-12,0-1-5], [7:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.91 0.66 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.27 0.02 (loc) 7-8 7-8 7 l/defl >999 >857 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 82 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=-167(LC 6) Max Uplift 7=-2(LC 11) Max Grav 10=783(LC 1), 7=856(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-459/18, 2-3=-708/77, 3-4=-707/77, 4-5=-447/24, 1-10=-362/34, 5-7=-410/52 BOT CHORD 8-10=-31/654, 7-8=0/624 WEBS 3-8=0/484, 2-10=-471/58, 4-7=-507/51 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T27 Truss Type Common Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006416 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-2vgFw3gD4hgZV8XfZpGNQOAjIfqBiXqhQBrmDRyYndA Scale = 1:53.9 1 2 3 4 5 9 8 7 6 10 11 6x8 7x16 MT18HS 3x4 3x4 3x8 3x4 12x18 MT18HS 7-0-87-0-8 17-0-09-11-8 7-0-8 7-0-8 11-11-0 4-10-8 17-0-0 5-1-0 18-0-0 1-0-0 3-4-48-7-101-2-09.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-1-12,0-1-5], [6:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.99 0.58 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.01 (loc) 6-7 6-7 6 l/defl >999 >611 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 72 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,4-6: 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)9=Mechanical, 6=0-3-8 Max Horz 9=-187(LC 6) Max Uplift 6=-5(LC 11) Max Grav 9=666(LC 1), 6=739(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-577/75, 2-3=-530/85, 3-4=-475/17, 1-9=-605/32, 4-6=-423/50 BOT CHORD 6-7=0/494 WEBS 2-7=0/300, 1-7=0/338, 3-6=-312/50 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-0-8, Exterior(2R) 4-0-8 to 10-0-8, Interior(1) 10-0-8 to 15-0-0, Exterior(2E) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T28 Truss Type Roof Special Qty 6 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006417 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-2vgFw3gD4hgZV8XfZpGNQOAwhfzoic9hQBrmDRyYndA Scale = 1:13.91 2 3 5 4 3x4 3x4 3x4 3x4 1-4-01-4-0 1-4-0 1-4-0 2-4-0 1-0-0 1-10-82-2-00-3-81-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 5=0-1-8 Max Horz 5=-74(LC 14) Max Uplift 4=-29(LC 7), 5=-42(LC 6) Max Grav 4=161(LC 17), 5=41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T29 Truss Type Half Hip Qty 2 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006418 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-W5Ed7Phrr?oQ6I6r7Wnczbj6z2JIR35qfraKltyYnd9 Scale = 1:15.1 1 2 3 4 7 6 5 4x8 3x4 3x4 3x4 3x6 1-4-131-4-13 2-0-00-7-3 -1-0-0 1-0-0 1-4-13 1-4-13 2-0-0 0-7-3 1-3-02-5-010.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0], [4:0-1-4,0-0-0], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud 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 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=68(LC 7) Max Uplift 5=-37(LC 7), 7=-7(LC 10) Max Grav 5=57(LC 17), 7=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T30 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006419 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-_Ho?LliTbIwHkSh2hEIrVpFFRSc1ASA_tVKtIJyYnd8 Scale = 1:39.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 5x12 4x6 3x4 3x4 3x6 3x4 3x8 3x4 3x4 3x8 3x6 3x4 3x6 3x4 3x6 2-10-02-10-0 5-8-52-10-5 10-2-54-6-0 14-8-54-6-0 17-2-72-6-1 19-11-02-8-9 -1-0-0 1-0-0 2-10-0 2-10-0 5-5-8 2-7-8 5-8-5 0-2-13 10-2-5 4-6-0 14-8-5 4-6-0 17-2-7 2-6-1 19-11-0 2-8-9 20-11-0 1-0-0 1-2-05-1-05-3-21-2-05-1-09.00 12 Plate Offsets (X,Y)-- [4:0-5-9,0-2-14], [7:0-4-0,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.24 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.02 (loc) 14 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,9-11: 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.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=112(LC 9) Max Uplift 11=-37(LC 11) Max Grav 18=854(LC 1), 11=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-811/28, 3-4=-808/54, 4-5=-501/50, 5-6=-827/75, 6-7=-637/80, 7-8=-812/74, 8-9=-803/45, 2-18=-813/42, 9-11=-813/52 BOT CHORD 15-17=-32/597, 14-15=-20/655, 13-14=-10/827, 12-13=0/596 WEBS 4-15=-18/266, 5-15=-262/61, 5-14=-34/293, 6-13=-281/46, 7-13=0/278, 2-17=0/566, 9-12=0/577 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-5-8, Exterior(2R) 2-5-8 to 5-5-8, Exterior(2E) 5-5-8 to 5-8-5, Interior(1) 5-8-5 to 11-8-5, Exterior(2R) 11-8-5 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T31 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006420 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-SUMNY5j5Mc28McGEFxq420oPGsy8vwv7693QqlyYnd7 Scale = 1:41.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 4x8 4x8 3x4 3x4 3x6 3x4 3x4 3x8 3x6 3x4 3x8 3x4 3x8 3-7-43-7-4 7-0-03-4-12 12-11-05-11-0 16-3-123-4-12 19-11-03-7-4 -1-0-0 1-0-0 3-7-4 3-7-4 7-0-0 3-4-12 12-11-0 5-11-0 16-3-12 3-4-12 19-11-0 3-7-4 20-11-0 1-0-0 1-2-06-5-01-2-06-5-09.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-6-0,0-2-0], [5:0-6-0,0-2-0], [7:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.25 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11: 2x4 SPF No.2, 2-15,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS. (size)15=0-3-8, 9=0-3-8 Max Horz 15=133(LC 9) Max Grav 15=854(LC 1), 9=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-856/48, 3-4=-788/84, 4-5=-599/92, 5-6=-788/83, 6-7=-856/48, 2-15=-807/59, 7-9=-807/59 BOT CHORD 12-14=-19/627, 11-12=-4/598, 10-11=0/627 WEBS 2-14=0/559, 7-10=0/559 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-9-1, Exterior(2R) 2-9-1 to 17-1-15, Interior(1) 17-1-15 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T32 Truss Type Hip Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006421 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-xgwlmRkj7wA?zmqQofLJbELbwGI4eN8HLpp_MCyYnd6 Scale = 1:45.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 4x6 4x6 3x4 3x4 3x6 3x4 3x4 4x8 3x6 3x4 4x6 3x4 4x6 4-5-154-5-15 8-9-54-3-7 11-1-112-4-5 15-5-14-3-7 19-11-04-5-15 -1-0-0 1-0-0 4-5-15 4-5-15 8-9-5 4-3-7 11-1-11 2-4-5 15-5-1 4-3-7 19-11-0 4-5-15 20-11-0 1-0-0 1-2-07-9-01-2-07-9-09.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-4-4,0-2-0], [5:0-4-0,0-2-0], [7:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.20 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 12 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 9=0-3-8 Max Horz 15=156(LC 9) Max Grav 15=854(LC 1), 9=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-890/39, 3-4=-725/90, 4-5=-518/101, 5-6=-726/90, 6-7=-890/39, 2-15=-805/50, 7-9=-804/50 BOT CHORD 12-14=-4/651, 11-12=0/516, 10-11=0/648 WEBS 2-14=0/551, 7-10=0/548 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-5-15, Exterior(2R) 4-5-15 to 15-5-1, Interior(1) 15-5-1 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T33 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006422 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-PsU8znkLuDIrbwPcMMsY7RtdwgW8NlUQZTYXueyYnd5 Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 5x8 5x8 3x6 8x8 3x6 3x4 3x6 5x6 6x6 3x4 3x6 3x8 3x6 4x6 5x6 4x6 5x8 3x6 1-3-91-3-9 3-3-92-0-0 10-7-97-3-15 17-11-87-3-15 26-10-08-10-8 35-11-09-1-0 1-3-9 1-3-9 3-3-9 2-0-0 10-7-9 7-3-15 17-11-8 7-3-15 26-10-0 8-10-8 35-11-0 9-1-0 36-11-0 1-0-0 2-5-03-3-613-0-111-1-03-3-68.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-5-12,0-2-0], [3:0-4-0,0-3-4], [6:0-5-4,0-2-8], [9:0-2-12,0-1-12], [11:Edge,0-2-0], [12:0-2-8,0-2-0], [17:0-2-8,0-3-0], [18:0-2-8,0-2-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.81 0.66 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.31 0.06 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,6-14,7-14,9-12: 2x4 SPF No.2, 1-19: 2x4 SPF-S Stud 9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-1 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS. (size)19=Mechanical, 11=0-3-8 Max Horz 19=-257(LC 6) Max Uplift 11=-4(LC 11) Max Grav 19=1420(LC 1), 11=1497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-729/31, 2-3=-1411/19, 3-5=-1777/48, 5-6=-1349/122, 6-7=-1384/116, 7-9=-1899/28, 1-19=-1360/6, 9-11=-1406/59 BOT CHORD 18-19=-206/262, 17-18=-106/619, 16-17=-78/1459, 14-16=0/1382, 12-14=0/1458, 11-12=-81/533 WEBS 2-18=-920/0, 2-17=-14/1663, 3-17=-1284/98, 5-16=0/315, 5-14=-562/139, 6-14=-1/878, 7-14=-579/155, 7-12=0/289, 1-18=0/1003, 9-12=0/930 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-3-9, Interior(1) 3-3-9 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T34 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006423 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-t32WB7l_fXQiD3_pw4NngfQoi3sC6C3ao7I5R4yYnd4 Scale = 1:77.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 5x6 5x6 6x8 8x8 3x6 3x4 3x6 3x6 6x6 3x4 3x6 3x8 3x6 4x6 4x6 5x8 3x6 3-9-93-9-9 5-9-92-0-0 11-10-96-0-15 17-11-86-0-15 26-10-08-10-8 35-11-09-1-0 3-9-9 3-9-9 5-9-9 2-0-0 11-10-9 6-0-15 17-11-8 6-0-15 26-10-0 8-10-8 35-11-0 9-1-0 36-11-0 1-0-0 2-5-04-11-613-0-111-1-04-11-68.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-4-4,0-1-12], [5:0-5-4,0-2-8], [8:0-2-12,0-1-12], [10:Edge,0-2-0], [11:0-2-8,0-2-0], [16:0-2-8,0-3-0], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.81 0.67 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.32 0.06 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,4-13,5-13,6-13,8-11: 2x4 SPF No.2, 1-18: 2x4 SPF-S Stud 8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-3 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13 REACTIONS. (size)18=Mechanical, 10=0-3-8 Max Horz 18=-257(LC 6) Max Uplift 10=-4(LC 11) Max Grav 18=1420(LC 1), 10=1497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1302/27, 2-3=-1464/36, 3-4=-1670/67, 4-5=-1317/127, 5-6=-1383/118, 6-8=-1900/29, 1-18=-1376/13, 8-10=-1406/59 BOT CHORD 17-18=-211/266, 16-17=-52/1048, 15-16=-46/1487, 13-15=0/1310, 11-13=0/1459, 10-11=-81/528 WEBS 2-17=-531/6, 2-16=0/1181, 3-16=-1010/52, 4-15=0/333, 4-13=-545/135, 5-13=-17/901, 6-13=-580/154, 6-11=0/292, 1-17=0/1136, 8-11=0/936 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 3-9-9, Exterior(2E) 3-9-9 to 5-9-9, Interior(1) 5-9-9 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T35 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006424 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-LFcuOSmcQrYZqDZ?Unu0CszzGTBZrhDj1n1ezXyYnd3 Scale = 1:76.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 6x8 5x10 MT18HS 5x6 6x8 3x6 4x6 3x6 3x6 5x8 3x6 3x8 3x6 4x6 4x6 5x8 3x6 6-3-96-3-9 8-3-92-0-0 17-11-89-7-15 26-10-08-10-8 35-11-09-1-0 6-3-9 6-3-9 8-3-9 2-0-0 13-1-9 4-10-0 17-11-8 4-10-0 26-10-0 8-10-8 35-11-0 9-1-0 36-11-0 1-0-0 2-5-06-7-613-0-111-1-06-7-68.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [2:0-7-8,0-1-12], [5:0-5-4,0-2-8], [8:0-2-12,0-1-12], [10:Edge,0-2-0], [11:0-2-8,0-2-0], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.82 0.73 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.44 0.05 (loc) 13-15 13-15 10 l/defl >999 >977 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,2-15,3-15,6-11,1-16: 2x3 SPF No.2, 1-17: 2x4 SPF-S Stud 8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-13 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-13, 6-13 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=-257(LC 6) Max Uplift 10=-4(LC 11) Max Grav 17=1420(LC 1), 10=1497(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1525/45, 2-3=-1425/55, 3-4=-1805/125, 4-5=-1290/131, 5-6=-1388/119, 6-8=-1897/34, 1-17=-1348/28, 8-10=-1403/63 BOT CHORD 16-17=-206/312, 15-16=-32/1178, 13-15=0/1228, 11-13=0/1457, 10-11=-78/534 WEBS 2-16=-345/2, 2-15=0/857, 3-15=-1081/77, 4-15=-80/481, 4-13=-500/158, 5-13=-27/926, 6-13=-572/158, 6-11=0/274, 1-16=0/1131, 8-11=0/928 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 6-3-9, Exterior(2E) 6-3-9 to 8-3-9, Interior(1) 8-3-9 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T36 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006425 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-pR9GbonEB8gQSN8B1UPFl4V9KtYqa25sGRnBVzyYnd2 Scale = 1:81.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 8x8 6x18 MT18HS 9x22 MT18HS 3x6 5x10 MT18HS 3x6 3x6 3x6 3x8 8x10 3x6 3x4 3x8 5x10 MT18HS 4x6 3x6 8-9-98-9-9 10-9-92-0-0 17-11-87-1-15 27-4-149-5-6 35-11-08-6-2 8-9-9 8-9-9 10-9-9 2-0-0 17-11-8 7-1-15 23-10-8 5-11-0 29-9-8 5-11-0 35-11-0 6-1-8 36-11-0 1-0-0 2-5-08-3-613-0-111-1-08-3-68.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [2:1-2-12,0-2-12], [8:0-3-0,Edge], [10:Edge,0-2-0], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.73 0.66 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.37 0.06 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 183 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,2-15,3-15,6-11,6-10: 2x3 SPF No.2, 8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-14 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13, 6-10 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=-257(LC 6) Max Uplift 10=-3(LC 11) Max Grav 17=1424(LC 1), 10=1495(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1616/57, 2-3=-1356/92, 3-4=-1352/128, 4-5=-1323/132, 5-6=-1800/78, 6-8=-560/87, 1-17=-1331/41, 8-10=-509/95 BOT CHORD 16-17=-205/392, 15-16=-12/1230, 13-15=0/1369, 11-13=0/1290, 10-11=0/1485 WEBS 2-15=-12/565, 3-15=-503/42, 3-13=-543/146, 4-13=-30/961, 5-13=-509/158, 5-11=-27/389, 1-16=0/1046, 6-10=-1425/0 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-9-4, Exterior(2R) 5-9-4 to 8-9-4, Exterior(2E) 8-9-4 to 10-9-9, Interior(1) 10-9-9 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T37 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006426 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-lqH10UoUjmx8hhIa9vSjqVbWhhD02xG9jlGIasyYnd0 Scale = 1:82.6 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 5x6 5x8 5x6 5x6 3x6 3x4 3x6 3x6 3x6 3x4 3x6 3x4 3x4 3x8 3x6 3x4 3x12 5x8 4x6 3x6 3-10-143-10-14 7-7-33-8-6 11-3-93-8-6 13-3-92-0-0 17-11-84-7-15 28-2-1410-3-6 35-11-07-8-2 3-10-14 3-10-14 7-7-3 3-8-6 11-3-9 3-8-6 13-3-9 2-0-0 17-11-8 4-7-15 23-10-8 5-11-0 29-9-8 5-11-0 35-11-0 6-1-8 36-11-0 1-0-0 2-5-09-11-613-0-111-1-09-11-68.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-6-4,0-2-4], [10:0-3-0,Edge], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.68 0.74 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.55 0.07 (loc) 13-15 13-15 12 l/defl >999 >784 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-20,2-19,3-19,3-18,8-13,1-20,8-12: 2x3 SPF No.2 1-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-15 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 5-15, 7-15, 8-12 REACTIONS. (size)21=Mechanical, 12=0-3-8 Max Horz 21=-257(LC 6) Max Uplift 12=-3(LC 11) Max Grav 21=1424(LC 1), 12=1495(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1306/31, 2-3=-1483/66, 3-4=-1433/103, 4-5=-1213/109, 5-6=-1285/137, 6-7=-1326/134, 7-8=-1836/87, 8-10=-531/114, 1-21=-1377/10, 10-12=-495/110 BOT CHORD 20-21=-210/264, 19-20=-54/1071, 18-19=-13/1183, 17-18=0/1140, 15-17=0/1225, 13-15=0/1288, 12-13=0/1495 WEBS 2-20=-512/33, 4-17=-39/417, 5-17=-412/48, 5-15=-506/146, 6-15=-52/1011, 7-15=-503/165, 7-13=-41/403, 1-20=0/1141, 8-12=-1469/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-3-9, Exterior(2R) 8-3-9 to 11-3-9, Exterior(2E) 11-3-9 to 13-3-9, Interior(1) 13-3-9 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T38 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006427 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-D0rPEqp6U33?JrtmjdzyNi7ha4bEnS4JyP?s6IyYnd? Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 3x6 5x8 6x6 5x6 3x6 3x4 3x6 3x6 3x4 3x6 3x4 5x12 2x4 4x8 3x6 3x6 6x6 5x6 6x8 3x6 4-8-144-8-14 9-3-34-6-6 13-9-94-6-6 15-9-92-0-0 23-10-88-0-15 29-9-85-11-0 35-11-06-1-8 4-8-14 4-8-14 9-3-3 4-6-6 13-9-9 4-6-6 15-9-9 2-0-0 17-11-8 2-1-15 23-10-8 5-11-0 29-9-8 5-11-0 35-11-0 6-1-8 36-11-0 1-0-0 2-5-011-7-613-0-111-1-011-7-68.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-5-12,0-2-0], [11:0-3-8,Edge], [13:Edge,0-3-8], [14:0-2-8,0-1-8], [17:0-4-4,0-3-0], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.67 0.55 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.31 0.05 (loc) 15-17 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 219 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,3-19,9-15,9-14,1-20,11-14: 2x3 SPF No.2 1-21,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-1 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-17, 8-15 REACTIONS. (size)21=Mechanical, 13=0-3-8 Max Horz 21=-257(LC 8) Max Uplift 13=-3(LC 11) Max Grav 21=1424(LC 1), 13=1495(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1405/31, 3-4=-1499/74, 4-5=-1359/121, 5-6=-1098/118, 6-7=-1311/154, 7-8=-1674/182, 8-9=-1675/73, 9-11=-1899/19, 1-21=-1370/15, 11-13=-1421/45 BOT CHORD 20-21=-207/276, 19-20=-47/1133, 18-19=0/1183, 17-18=0/1069, 15-17=0/1005, 14-15=0/1495, 13-14=-29/307 WEBS 3-20=-418/41, 4-18=-283/113, 5-17=-13/306, 6-17=-629/67, 7-17=-101/673, 7-15=-161/755, 8-15=-361/171, 9-15=-265/106, 1-20=0/1153, 11-14=0/1201 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-9-9, Exterior(2R) 10-9-9 to 13-9-9, Exterior(2E) 13-9-9 to 15-9-9, Exterior(2R) 15-9-9 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss T39 Truss Type Roof Special Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006428 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-iDPnRAqkFNBsx_SzGKUBvwgnwU?9W?WSA3lPekyYnd_ Scale = 1:40.1 1 2 3 4 7 6 5 8 9 6x6 12x12 3x4 3x8 6x8 6-6-86-6-8 13-11-07-4-8 -1-0-0 1-0-0 6-6-8 6-6-8 13-11-0 7-4-8 1-3-06-8-61-2-010.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-4,0-3-0], [4:Edge,0-10-4], [5:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.95 0.32 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 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=0-3-8, 5=0-5-8 Max Horz 7=133(LC 7) Max Uplift 7=-1(LC 10) Max Grav 7=617(LC 1), 5=542(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-554/79, 3-4=-553/78, 2-7=-553/93, 4-5=-469/66 BOT CHORD 6-7=-148/299, 5-6=-97/364 WEBS 3-6=0/266 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-6-8, Exterior(2R) 3-6-8 to 9-6-8, Interior(1) 9-6-8 to 10-9-4, Exterior(2E) 10-9-4 to 13-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006429 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-APz9fWqN0hJjY809q2?QS7D9_uPuFU6cPjUy9AyYncz Scale = 1:15.0 1 2 3 4 7 6 5 3x4 4x6 3x4 2x4 4x8 3x4 1-8-01-8-0 3-5-51-9-5 -1-0-0 1-0-0 1-8-0 1-8-0 3-5-5 1-9-5 1-2-02-5-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=65(LC 5) Max Uplift 5=-24(LC 5), 7=-12(LC 8) Max Grav 5=113(LC 1), 7=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 31 lb up at 1-8-0 on top chord, and 7 lb down and 2 lb up at 1-8-0 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) September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG02 Truss Type Common Girder Qty 1 Ply 2 3 Estates at Towne Meadows Job Reference (optional) I43006430 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-6n4v3CsdXIZRoSAXyT1uXYIKjis9jDqut1z3E3yYncx Scale = 1:84.3 1 2 3 4 5 6 7 12 11 10 9 81314151617181920 3x4 4x8 6x6 6x8 5x12 5x8 4x8 10x16 MT18HS 5x10 MT18HS12x12 7-5-07-5-0 15-1-87-8-8 21-11-86-10-0 -1-0-0 1-0-0 5-2-13 5-2-13 10-2-3 4-11-5 15-1-8 4-11-5 21-11-8 6-10-0 1-3-013-10-48-1-1510.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-8], [2:0-4-10,0-3-14], [5:0-1-12,0-1-8], [7:0-1-12,0-2-0], [8:Edge,0-5-8], [9:0-6-0,0-8-0], [10:0-8-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.79 1.00 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.25 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 390 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E *Except* 8-11: 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 4-10,4-12: 2x4 SPF-S Stud, 2-12: 2x10 SP 2400F 2.0E 7-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 4-12, 7-8 REACTIONS. (size)12=0-3-8, 8=0-5-8 Max Horz 12=323(LC 28) Max Grav 12=8209(LC 1), 8=8966(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5096/0, 4-5=-9054/0, 5-6=-4821/0, 6-7=-4869/0, 2-12=-3451/0, 7-8=-7403/0 BOT CHORD 10-12=0/6767, 9-10=0/5255 WEBS 4-10=-46/417, 5-10=0/5647, 5-9=-3417/0, 6-9=0/5765, 4-12=-4245/0, 7-9=0/5467 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2310 lb down and 754 lb up at 4-0-12, 1624 lb down at 6-0-12, 1640 lb down at 8-0-12, 1635 lb down at 10-0-12, 1635 lb down at 12-0-12, 1635 lb down at 14-0-0, 1635 lb down at 15-11-4, and 1635 lb down at 17-10-8, and 1635 lb down at 19-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG02 Truss Type Common Girder Qty 1 Ply 2 3 Estates at Towne Meadows Job Reference (optional) I43006430 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:50 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-6n4v3CsdXIZRoSAXyT1uXYIKjis9jDqut1z3E3yYncx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 11=-1624(F) 13=-2310(F) 14=-1640(F) 15=-1635(F) 16=-1635(F) 17=-1635(F) 18=-1635(F) 19=-1635(F) 20=-1635(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006431 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-2ACgUtut3vp91mKw3t4MczNelVfSB5KBKKSAIyyYncv Scale = 1:74.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 8x14 MT18HS 5x8 3x8 5x10 MT18HS 6x10 6x6 4x8 4x6 3x6 4x6 5x8 5x8 8x10 4x6 3x8 5x8 5x10 MT18HS 9-3-149-3-14 18-4-49-0-6 27-4-109-0-6 36-5-09-0-6 41-8-05-3-0 7-6-3 7-6-3 14-8-14 7-2-11 21-11-10 7-2-11 29-2-5 7-2-11 36-5-0 7-2-11 41-8-0 5-3-0 42-8-0 1-0-0 4-5-14-7-01-1-04-5-18.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-1-9], [12:0-3-8,0-2-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.94 0.56 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.70 0.15 (loc) 13-15 13-15 10 l/defl >999 >710 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 216 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-18: 2x4 SPF No.2, 2-18,7-12: 2x4 SPF 2100F 1.8E SLIDER Right 2x6 SPF No.2 3-1-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-2 max.): 1-8. BOT CHORD Structural wood sheathing directly applied or 7-6-11 oc bracing. WEBS 1 Row at midpt 2-18, 3-17, 7-12 REACTIONS. (size)18=Mechanical, 10=0-3-8 Max Horz 18=-110(LC 4) Max Uplift 18=-734(LC 4), 10=-661(LC 4) Max Grav 18=2330(LC 1), 10=2512(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-280/128, 2-3=-4176/1303, 3-5=-5920/1839, 5-7=-5527/1724, 7-8=-2680/833, 8-10=-3438/1010 BOT CHORD 17-18=-1178/3600, 15-17=-1782/5541, 13-15=-1932/6075, 12-13=-1631/5211, 10-12=-781/2731 WEBS 2-18=-3979/1281, 2-17=-341/1412, 3-17=-1704/608, 3-15=-108/642, 5-13=-698/292, 7-13=-164/871, 7-12=-2926/990, 8-12=-389/1528 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=734, 10=661. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006431 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:52 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-2ACgUtut3vp91mKw3t4MczNelVfSB5KBKKSAIyyYncv NOTES-(12-13) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 75 lb up at 1-6-12, 86 lb down and 75 lb up at 3-6-12, 86 lb down and 75 lb up at 5-6-12, 86 lb down and 75 lb up at 7-6-12, 86 lb down and 75 lb up at 9-6-12, 86 lb down and 75 lb up at 11-6-12, 86 lb down and 75 lb up at 13-6-12, 86 lb down and 75 lb up at 15-6-12, 86 lb down and 75 lb up at 17-6-12, 86 lb down and 75 lb up at 19-6-12, 86 lb down and 75 lb up at 21-6-12, 86 lb down and 75 lb up at 23-6-12, 86 lb down and 75 lb up at 25-6-12, 86 lb down and 75 lb up at 27-6-12, 86 lb down and 75 lb up at 29-6-12, 86 lb down and 75 lb up at 31-6-12, 86 lb down and 75 lb up at 33-6-12, and 86 lb down and 75 lb up at 34-11-4, and 80 lb down and 77 lb up at 36-5-0 on top chord, and 39 lb down and 24 lb up at 1-6-12, 39 lb down and 24 lb up at 3-6-12, 39 lb down and 24 lb up at 5-6-12, 39 lb down and 24 lb up at 7-6-12, 39 lb down and 24 lb up at 9-6-12, 39 lb down and 24 lb up at 11-6-12, 39 lb down and 24 lb up at 13-6-12, 39 lb down and 24 lb up at 15-6-12, 39 lb down and 24 lb up at 17-6-12, 39 lb down and 24 lb up at 19-6-12, 39 lb down and 24 lb up at 21-6-12, 39 lb down and 24 lb up at 23-6-12, 39 lb down and 24 lb up at 25-6-12, 39 lb down and 24 lb up at 27-6-12, 39 lb down and 24 lb up at 29-6-12, 39 lb down and 24 lb up at 31-6-12, 39 lb down and 24 lb up at 33-6-12, 39 lb down and 24 lb up at 34-11-4, 39 lb down and 24 lb up at 36-4-4, and 119 lb down and 50 lb up at 38-3-8, and 117 lb down and 51 lb up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-11=-60, 10-18=-20 Concentrated Loads (lb) Vert: 2=-45(F) 17=-19(F) 13=-19(F) 12=-19(F) 8=-45(F) 14=-19(F) 19=-45(F) 20=-45(F) 21=-45(F) 22=-45(F) 23=-45(F) 24=-45(F) 25=-45(F) 26=-45(F) 27=-45(F) 28=-45(F) 29=-45(F) 30=-45(F) 31=-45(F) 32=-45(F) 33=-45(F) 34=-45(F) 35=-45(F) 36=-19(F) 37=-19(F) 38=-19(F) 39=-19(F) 40=-19(F) 41=-19(F) 42=-19(F) 43=-19(F) 44=-19(F) 45=-19(F) 46=-19(F) 47=-19(F) 48=-19(F) 49=-19(F) 50=-19(F) 51=-119(F) 52=-117(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 3 Estates at Towne Meadows Job Reference (optional) I43006432 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Tluo7vwmMqBjuD3Vk0d3Eb?9EjilOW0d0IhqvGyYncs Scale = 1:27.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 4x8 10x16 MT18HS 6x6 5x8 12x18 MT18HS 6x8 8x8 2x4 3x12 6x8 8x10 2-9-102-9-10 5-11-73-1-14 8-11-93-0-2 12-1-63-1-14 14-11-02-9-10 2-9-10 2-9-10 5-11-7 3-1-14 8-11-9 3-0-2 12-1-6 3-1-14 14-11-0 2-9-10 15-11-0 1-0-0 1-3-03-7-01-3-03-7-010.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-1-8], [2:1-0-12,0-1-12], [5:Edge,0-2-11], [8:0-1-12,0-0-0], [8:Edge,0-10-6], [9:0-3-0,0-4-0], [11:0-4-0,0-4-4], [12:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.93 0.40 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-13: 2x6 SPF No.2, 6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-7 max.): 2-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=-77(LC 6) Max Grav 13=6507(LC 1), 8=5747(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6343/0, 2-3=-7622/0, 3-4=-7621/0, 4-5=-4938/0, 5-6=-6288/0, 1-13=-5633/0, 6-8=-5702/0 BOT CHORD 12-13=0/834, 11-12=0/4852, 10-11=0/7667, 9-10=0/7667, 8-9=0/268 WEBS 2-12=0/983, 2-11=-67/3951, 4-10=0/2754, 4-9=-4005/184, 5-9=0/3785, 1-12=0/4246, 6-9=0/4749 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 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 64 lb up at 3-3-12, 77 lb down and 64 lb up at 4-5-11, 77 lb down and 64 lb up at 6-5-11, 77 lb down and 64 lb up at 8-5-11, and 77 lb down and 64 lb up at 10-5-11, and 74 lb down and 64 lb up at 11-7-9 on top chord, and 1635 lb down at 1-8-12, 107 lb down and 59 lb up at 2-0-12, 29 lb down at 3-3-12, 1635 lb down and 38 lb up at 3-8-0, 29 lb down at 4-5-11, 1635 lb down and 41 lb up at 5-7-4 , 29 lb down at 6-5-11, 1635 lb down and 41 lb up at 7-6-8, 29 lb down at 8-5-11, 1635 lb down and 41 lb up at 9-6-8, 29 lb down at 10-5-11, 2313 lb down at 11-6-8, and 29 lb down at 11-7-9, and 107 lb down and 59 lb up at 12-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 3 Estates at Towne Meadows Job Reference (optional) I43006432 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:55 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-Tluo7vwmMqBjuD3Vk0d3Eb?9EjilOW0d0IhqvGyYncs 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, 2-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 14=-35(F) 15=-35(F) 16=-35(F) 17=-35(F) 18=-35(F) 19=-35(F) 20=-1635(B) 21=-107(F) 22=-18(F) 23=-1635(B) 24=-18(F) 25=-1635(B) 26=-18(F) 27=-1635(B) 28=-18(F) 29=-1635(B) 30=-18(F) 31=-2332(F=-18, B=-2313) 32=-107(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG05 Truss Type Half Hip Girder Qty 3 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006433 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-xxSBKFxO78JaWNehIj8InpYXw68m76snFyQNSjyYncr Scale = 1:14.9 1 2 3 4 7 6 5 8 9 4x10 3x4 4x6 3x4 3x4 3x6 1-4-131-4-13 4-0-02-7-3 -1-0-0 1-0-0 1-4-13 1-4-13 4-0-0 2-7-3 1-3-02-3-32-5-02-3-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=61(LC 5) Max Uplift 5=-31(LC 5), 7=-22(LC 8) Max Grav 5=137(LC 1), 7=227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 32 lb up at 2-0-12 on top chord, and 12 lb down and 11 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 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: 9=1(B) September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006434 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-P80ZXbx0uSRR8XCusRfXJ04VMWGDsLPwUcAx_9yYncq Scale = 1:88.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 3x8 8x8 4x8 4x6 8x14 MT18HS5x6 4x8 3x6 4x6 4x8 3x12 5x8 5x8 4x10 5x12 8x8 5x10 MT18HS 8-6-08-6-0 16-8-88-2-8 23-11-147-3-6 31-3-57-3-6 41-8-010-4-11 8-6-0 8-6-0 16-8-8 8-2-8 23-11-14 7-3-6 31-3-5 7-3-6 36-3-14 5-0-10 41-8-0 5-4-2 2-7-013-8-113-10-38.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [4:0-5-4,0-2-8], [6:0-4-0,Edge], [9:Edge,0-2-0], [11:0-3-8,0-2-0], [13:0-3-8,0-2-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.95 0.91 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.58 0.08 (loc) 10-11 10-11 10 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 247 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 12-15: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-10: 2x6 SPF No.2, 3-16,7-11,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-13 max.): 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 7-13 2 Rows at 1/3 pts 8-10 REACTIONS. (size)10=Mechanical, 17=0-2-8 Max Horz 17=268(LC 5) Max Grav 10=2327(LC 1), 17=1754(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2015/0, 3-4=-1812/85, 4-5=-1786/66, 5-7=-2867/0, 7-8=-4695/0, 8-9=-334/0, 1-17=-1655/0 BOT CHORD 16-17=-254/384, 14-16=0/1563, 13-14=0/2274, 11-13=0/4725, 10-11=0/2792 WEBS 3-14=-325/172, 4-14=0/1382, 5-14=-1352/95, 5-13=0/1207, 7-13=-2718/0, 7-11=-747/227, 8-11=0/2332, 8-10=-2972/0, 1-16=0/1396 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 59 lb up at 37-8-12, and 73 lb down and 59 lb up at 39-8-12 on top chord, and 708 lb down at 35-8-12, and 33 lb down and 28 lb up at 37-8-12, and 33 lb down and 28 lb up at 39-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006434 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:28:58 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-tKZxlxyeflZIlhn4Q8BmsEdg5wcSbof4iGvUWbyYncp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 18=-23(B) 19=-23(B) 20=-708(B) 21=-12(B) 22=-12(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG07 Truss Type Roof Special Girder Qty 1 Ply 2 3 Estates at Towne Meadows Job Reference (optional) I43006435 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-pjhhAc_uBNq0?_xSXZDExfi3PkOv3idNAaObbUyYncn Scale = 1:22.9 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 19 20 21 22 5x10 MT18HS 5x12 4x6 6x8 3x6 8x10 2x4 3x12 4x10 8x10 4-0-104-0-10 8-0-03-11-6 12-0-104-0-10 13-3-01-2-6 4-0-10 4-0-10 8-0-0 3-11-6 12-0-10 4-0-10 13-3-0 1-2-6 2-3-01-3-02-3-010.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-1-12], [4:0-4-4,0-2-0], [7:0-3-12,0-4-12], [9:0-4-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.46 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.02 (loc) 8-9 8-9 6 l/defl >999 >849 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 138 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-9,3-8,4-7,5-7: 2x4 SPF-S Stud, 5-6: 2x6 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 (4-2-0 max.): 1-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-5-8 Max Horz 10=-50(LC 4) Max Grav 10=5269(LC 1), 6=5576(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-3537/0, 1-2=-7408/0, 2-3=-7408/0, 3-4=-2989/0, 4-5=-3664/0, 5-6=-4585/0 BOT CHORD 9-10=0/481, 8-9=0/8374, 7-8=0/8374, 6-7=0/372 WEBS 1-9=0/7684, 3-9=-1070/0, 3-8=0/2816, 3-7=-5974/0, 4-7=0/2132, 5-7=0/3320 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 26 lb up at 1-11-14, 45 lb down and 26 lb up at 3-11-14, 45 lb down and 26 lb up at 5-11-14, 45 lb down and 26 lb up at 7-11-14, and 45 lb down and 26 lb up at 9-11-14, and 84 lb down and 35 lb up at 12-0-10 on top chord, and 1408 lb down at 0-9-0, 10 lb down and 10 lb up at 1-11-14, 1404 lb down at 2-9-0, 10 lb down and 10 lb up at 3-11-14, 1404 lb down at 4-9-0, 10 lb down and 10 lb up at 5-11-14, 1400 lb down at 6-9-0, 10 lb down and 10 lb up at 7-11-14, 1400 lb down at 8-9-0, 10 lb down and 10 lb up at 9-11-14, 1400 lb down at 10-9-0, and 20 lb down and 34 lb up at 11-11-14, and 1404 lb down at 13-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG07 Truss Type Roof Special Girder Qty 1 Ply 2 3 Estates at Towne Meadows Job Reference (optional) I43006435 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:00 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-pjhhAc_uBNq0?_xSXZDExfi3PkOv3idNAaObbUyYncn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 6=-1404(F) 9=1(B) 8=1(B) 7=1(B) 14=-1408(F) 15=1(B) 16=-1404(F) 17=-1404(F) 18=1(B) 19=-1400(F) 20=-1400(F) 21=1(B) 22=-1400(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006436 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-l5pSbI?9j_4kEI5rf_Fi04oOoXy7Xe4fdutifMyYncl Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 8x14 MT18HS 4x8 12x18 MT18HS 5x10 MT18HS5x12 5x12 2x4 4x6 4x8 4x8 5x12 4x6 4x8 5x8 5x10 MT18HS 5-3-05-3-0 13-9-48-6-4 22-1-128-4-8 30-8-08-6-4 35-11-05-3-0 -1-0-0 1-0-0 5-3-0 5-3-0 13-9-4 8-6-4 22-1-12 8-4-8 30-8-0 8-6-4 35-11-0 5-3-0 36-11-0 1-0-0 1-1-04-5-14-7-01-1-04-5-18.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-3-4], [6:0-3-8,0-2-0], [8:0-4-0,0-1-9], [10:0-8-13,Edge], [12:0-3-8,0-2-0], [18:0-1-12,0-0-0], [18:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.78 0.99 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.48 0.10 (loc) 13-16 13-16 10 l/defl >999 >896 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 201 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3,8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E *Except* 14-15: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,4-16,6-13,8-12: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 3-1-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-10 max.): 3-8. BOT CHORD Structural wood sheathing directly applied or 6-2-6 oc bracing. WEBS 2 Rows at 1/3 pts 4-17, 6-12 REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=-85(LC 27) Max Uplift 18=-577(LC 8), 10=-571(LC 9) Max Grav 18=2223(LC 1), 10=2208(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2930/866, 3-4=-2374/740, 4-6=-4634/1449, 6-8=-2342/726, 8-10=-3012/877, 2-18=-2055/555 BOT CHORD 17-18=-155/459, 16-17=-1445/4580, 13-16=-1445/4580, 12-13=-1443/4634, 10-12=-673/2384 WEBS 3-17=-251/1044, 4-17=-2474/824, 4-16=0/506, 6-13=0/507, 6-12=-2569/860, 8-12=-301/1240, 2-17=-674/2007 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 8% 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) 18=577, 10=571. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006436 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-l5pSbI?9j_4kEI5rf_Fi04oOoXy7Xe4fdutifMyYncl NOTES-(12-13) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 77 lb up at 5-3-0, 86 lb down and 75 lb up at 6-7-0, 86 lb down and 75 lb up at 7-11-8, 86 lb down and 75 lb up at 9-11-8, 86 lb down and 75 lb up at 11-11-8, 86 lb down and 75 lb up at 13-11-8, 86 lb down and 75 lb up at 15-11-8, 86 lb down and 75 lb up at 17-11-8, 86 lb down and 75 lb up at 19-11-8, 86 lb down and 75 lb up at 21-11-8, 86 lb down and 75 lb up at 23-11-8, 86 lb down and 75 lb up at 25-11-8, 86 lb down and 75 lb up at 27-11-8, and 86 lb down and 75 lb up at 29-4-0, and 80 lb down and 77 lb up at 30-8-0 on top chord, and 117 lb down and 51 lb up at 2-0-12, 119 lb down and 55 lb up at 4-0-12, 39 lb down and 24 lb up at 5-3-12, 39 lb down and 24 lb up at 6-7-0, 39 lb down and 24 lb up at 7-11-8, 39 lb down and 24 lb up at 9-11-8, 39 lb down and 24 lb up at 11-11-8, 39 lb down and 24 lb up at 13-11-8, 39 lb down and 24 lb up at 15-11-8, 39 lb down and 24 lb up at 17-11-8, 39 lb down and 24 lb up at 19-11-8, 39 lb down and 24 lb up at 21-11-8, 39 lb down and 24 lb up at 23-11-8, 39 lb down and 24 lb up at 25-11-8, 39 lb down and 24 lb up at 27-11-8, 39 lb down and 24 lb up at 29-4-0, 39 lb down and 24 lb up at 30-7-4, and 119 lb down and 55 lb up at 31-10-4, and 117 lb down and 51 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-8=-60, 8-11=-60, 10-18=-20 Concentrated Loads (lb) Vert: 3=-45(B) 15=-19(B) 17=-19(B) 4=-45(B) 16=-19(B) 13=-19(B) 6=-45(B) 12=-19(B) 8=-45(B) 14=-19(B) 19=-45(B) 20=-45(B) 21=-45(B) 22=-45(B) 23=-45(B) 24=-45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-117(B) 31=-119(B) 32=-19(B) 33=-19(B) 34=-19(B) 35=-19(B) 36=-19(B) 37=-19(B) 38=-19(B) 39=-19(B) 40=-19(B) 41=-119(B) 42=-117(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss TG09 Truss Type Half Hip Girder Qty 2 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006437 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-EINqoe0nUICbsSg1ChmxZHKjYxXCGGKpsYdFBpyYnck Scale = 1:17.5 1 2 3 4 5 7 68 4x6 3x8 4x6 2x4 4x8 3x6 2-9-02-9-0 3-9-01-0-0 -1-0-0 1-0-0 2-9-0 2-9-0 3-9-0 1-0-0 1-1-02-11-08.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 7 2-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-9-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=69(LC 26) Max Uplift 6=-39(LC 5), 2=-27(LC 8), 5=-7(LC 4) Max Grav 6=132(LC 35), 2=225(LC 1), 5=26(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) 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) 6, 2, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 53 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 8=-30(F)September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss V01 Truss Type Valley Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006438 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-iUxC0_1PEbKSTcFEmPHA5Vtt4LrE?fGy5CMokFyYncj Scale = 1:63.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x4 3x4 4x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-2-123-2-1 11-0-0 11-0-0 23-2-1 12-2-1 0-11-1210-1-120-0-410.00 12 Plate Offsets (X,Y)-- [11:0-0-0,0-1-12], [11:0-3-0,0-1-4], [12:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.18 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-14: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-10: 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-2-1. (lb) - Max Horz 14=-182(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 14, 7, 12, 9 except 13=-121(LC 10), 8=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 14, 7 except 10=290(LC 19), 12=338(LC 17), 13=322(LC 17), 9=329(LC 18), 8=361(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-259/144, 5-9=-254/144, 6-8=-260/142 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-0-0, Interior(1) 3-0-0 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 19-9-4, Exterior(2E) 19-9-4 to 22-9-4 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) 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) 14, 7, 12, 9 except (jt=lb) 13=121, 8=102. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss V02 Truss Type Valley Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006439 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-AgUaDK21?vSI5lqQK6pPeiQ2mlBDk8?6Js6MGhyYnci Scale = 1:53.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-1-1221-1-12 10-6-14 10-6-14 21-1-12 10-6-14 0-0-48-9-120-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.13 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-1-12. (lb) - Max Horz 1=-152(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=259(LC 20), 11=347(LC 17), 13=286(LC 17), 9=346(LC 18), 8=287(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-264/150, 5-9=-264/149 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 7-6-14, Exterior(2R) 7-6-14 to 13-6-14, Interior(1) 13-6-14 to 17-8-14, Exterior(2E) 17-8-14 to 20-8-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 13, 9, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss V03 Truss Type Valley Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006440 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-es2zQg2fmDa9jvOcuqKeBwyCh8VbSb1FYWrvo8yYnch Scale = 1:49.1 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-11-517-11-5 8-11-11 8-11-11 17-11-5 8-11-11 0-0-47-5-120-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.25 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-11-5. (lb) - Max Horz 1=128(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 9=-120(LC 10), 6=-120(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=420(LC 17), 6=420(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-305/164, 4-6=-300/162 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-11-11, Exterior(2R) 5-11-11 to 11-11-11, Interior(1) 11-11-11 to 14-6-8, Exterior(2E) 14-6-8 to 17-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 120 lb uplift at joint 9 and 120 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss V04 Truss Type Valley Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006441 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-63cLe03HXWi0K3zpRXrtj7VOQYtKB20PnAbTKayYncg Scale = 1:39.0 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 14-8-1514-8-10 7-4-8 7-4-8 14-8-15 7-4-8 0-0-46-1-120-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.09 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 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 14-8-5. (lb) - Max Horz 1=-104(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=325(LC 17), 6=325(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-8, Interior(1) 3-4-8 to 4-4-8, Exterior(2R) 4-4-8 to 10-4-8, Interior(1) 10-4-8 to 11-4-2, Exterior(2E) 11-4-2 to 14-4-2 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, 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss V05 Truss Type Valley Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006442 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-aFAjrL4vIqqtyDY??EM6GL2SIyAZwWNY0qK0t0yYncf Scale = 1:30.8 1 2 3 4 5 6 3x6 8x8 3x6 2x4 11-6-911-6-9 5-9-4 5-9-4 11-6-9 5-9-4 0-0-44-9-120-0-410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.59 0.29 0.13 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: 28 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=11-6-9, 3=11-6-9, 4=11-6-9 Max Horz 1=-81(LC 6) Max Uplift 1=-2(LC 10), 3=-10(LC 11) Max Grav 1=214(LC 1), 3=214(LC 1), 4=434(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 8-1-15, Exterior(2E) 8-1-15 to 11-1-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss V06 Truss Type Valley Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006443 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-2Rk53h5Y38ykaN7BZytLoYahaMX8f_khEU4ZPSyYnce Scale = 1:35.9 1 2 3 5 4 3x4 3x4 3x4 2x4 2x4 6-8-14 6-8-14 5-7-60-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.20 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=6-8-14, 3=6-8-14, 4=6-8-14 Max Horz 5=-143(LC 6) Max Uplift 5=-30(LC 6), 3=-25(LC 7), 4=-96(LC 11) Max Grav 5=142(LC 18), 3=93(LC 17), 4=340(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-258/221 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss V08 Truss Type Valley Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006444 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-2Rk53h5Y38ykaN7BZytLoYafdMZQf_shEU4ZPSyYnce Scale = 1:23.4 1 2 3 4 5 6 3x4 3x4 3x4 2x4 8-4-28-4-2 4-2-1 4-2-1 8-4-2 4-2-1 0-0-43-5-120-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 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=8-4-2, 3=8-4-2, 4=8-4-2 Max Horz 1=-57(LC 6) Max Uplift 1=-13(LC 10), 3=-18(LC 11) Max Grav 1=175(LC 1), 3=175(LC 1), 4=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 4-11-9, Exterior(2E) 4-11-9 to 7-11-9 zone; cantilever left and right exposed ; end 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.). September 29,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 3_ESTATES_AT_TOWNE_M~S Truss V09 Truss Type Valley Qty 1 Ply 1 3 Estates at Towne Meadows Job Reference (optional) I43006445 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 29 11:29:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:w?XH3UhnUcdmKP9DDYX4e_yEO4Z-WeITG16AqR4bBXiN7fOaLm7vSmvBORXrT8p7xvyYncd Scale = 1:15.7 1 2 3 4 3x4 3x4 3x4 2x4 0-0-50-0-5 5-1-125-1-7 2-6-14 2-6-14 5-1-12 2-6-14 0-0-42-1-120-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-1-2, 3=5-1-2, 4=5-1-2 Max Horz 1=34(LC 7) Max Uplift 1=-8(LC 11), 3=-12(LC 11) Max Grav 1=104(LC 1), 3=104(LC 1), 4=158(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.). September 29,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths