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HomeMy WebLinkAboutI42538767.5_Estates_at_Towne_Meadow16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). August 24,2020 Liu, Xuegang Pages or sheets covered by this seal: I42538767 thru I42538844 My license renewal date for the state of Indiana is July 31, 2022. 5_Estates_at_Towne_Meadow 5 Estates at Towne Meadow IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 5_ESTATES_AT_TOWNE_M~W Truss GE01 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538767 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-0gFHDMaXOBFTopY5NdlXgo01MqYyRnB05GLJrFylY3k Scale = 1:51.8 1 2 3 4 5 67 14 13 12 11 10 9 8 3x6 3x6 3x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-11-09-11-0 4-11-8 4-11-8 9-11-0 4-11-8 2-9-147-9-62-9-1412.00 12 Plate Offsets (X,Y)-- [7:0-3-9,0-0-0], [8:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.24 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-11-0. (lb) - Max Horz 14=-157(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 14=-258(LC 6), 8=-256(LC 7), 13=-247(LC 7), 9=-246(LC 6) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 10 except 14=273(LC 9), 8=271(LC 8), 13=332(LC 8), 9=331(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-167/316, 4-5=-167/316 WEBS 4-11=-383/141 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-4 to 2-11-8, Corner(3R) 2-11-8 to 6-11-8, Corner(3E) 6-11-8 to 9-9-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except (jt=lb) 14=258, 8=256, 13=247, 9=246. 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss GE02 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538768 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-UspfQib99UNKQz6HxKGmD0ZFtEwnADd9Jw5sNhylY3j Scale = 1:53.7 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 13-11-013-11-0 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-5-08-4-81-5-012.00 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 0.08 0.59 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: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 20=-174(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-162(LC 6), 12=-145(LC 7), 19=-154(LC 7), 13=-143(LC 11) 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. TOP CHORD 5-6=-134/316, 6-7=-134/316 WEBS 6-16=-379/96 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-11-8, Corner(3R) 3-11-8 to 9-11-8, Exterior(2N) 9-11-8 to 11-11-0, Corner(3E) 11-11-0 to 14-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=162, 12=145, 19=154, 13=143. 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538769 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-y2N2d2bnwoVB17hTV2n?lD6QXdHGvkVIYaqQw8ylY3i Scale = 1:42.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x4 3x4 4x6 3x4 3x4 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 1-5-06-10-81-5-012.00 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 0.17 0.06 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 52 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 16=-147(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 12 except 15=-105(LC 10), 11=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-121/298, 5-6=-121/298 WEBS 5-13=-352/75 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 12 except (jt=lb) 15=105, 11=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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss GE04 Truss Type Common Structural Gable Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538770 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-QFxQrOcPh6d2fHGf3lIEIReVe1TEe5PSnEazSaylY3h Scale = 1:73.9 1 2 3 4 5 67 16 15 14 13 12 11 9 8 33 34 35 36 10 4x6 4x8 3x8 3x4 3x4 3x6 5x8 5x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-0-09-0-0 9-11-80-11-8 19-11-09-11-8 -1-0-0 1-0-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 20-11-0 1-0-0 1-5-011-4-81-5-012.00 12 Plate Offsets (X,Y)-- [13:0-0-0,0-1-12], [13:0-3-8,0-1-4], [14:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.65 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.46 0.01 (loc) 8-9 8-9 8 l/defl >573 >278 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-16,6-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-3-8 except (jt=length) 8=0-3-8, 10=0-3-8. (lb) - Max Horz 16=-228(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 11=-185(LC 1), 10=-124(LC 10) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 14, 15 except 16=706(LC 1), 8=764(LC 1), 10=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-516/82, 4-5=-516/82, 5-6=-307/117, 2-16=-293/145, 6-8=-355/115 BOT CHORD 15-16=-42/462, 14-15=-42/462, 12-14=-42/462, 11-12=-42/462, 10-11=-42/462, 9-10=-42/462, 8-9=0/395 WEBS 4-9=-27/494, 3-16=-518/0, 5-8=-424/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, 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) 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 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 11 and 124 lb uplift at joint 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538771 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-QFxQrOcPh6d2fHGf3lIEIReZq1cQeGLSnEazSaylY3h Scale = 1:16.9 1 2 3 5 4 3x4 3x6 3x4 3x4 -1-0-0 1-0-0 1-4-0 1-4-0 1-5-02-9-012.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 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)5=1-4-0, 4=1-4-0 Max Horz 5=90(LC 9) Max Uplift 5=-22(LC 6), 4=-70(LC 9) Max Grav 5=168(LC 18), 4=56(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 5 and 70 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538772 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-uRVo2kd2SPlvHRrscSqTqeBmnRxeNjab0uJX_0ylY3g Scale = 1:12.8 1 2 3 5 4 3x6 3x4 3x4 -1-0-0 1-0-0 4-5-0 4-5-0 0-8-81-11-153.50 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-R 0.18 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 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 *Except* 3-4: 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=4-5-0, 4=4-5-0 Max Horz 5=53(LC 7) Max Uplift 5=-37(LC 6), 4=-11(LC 10) Max Grav 5=245(LC 1), 4=157(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 5 and 11 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss GE07 Truss Type Common Supported Gable Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538773 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-uRVo2kd2SPlvHRrscSqTqeBmDRznNfXb0uJX_0ylY3g Scale = 1:39.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 8-11-88-11-8 -1-0-0 1-0-0 4-5-12 4-5-12 8-11-8 4-5-12 9-11-8 1-0-0 1-5-05-10-121-5-012.00 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 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-8. (lb) - Max Horz 12=-130(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12, 8, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 8, 10, 11, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-129/301, 4-5=-129/301 WEBS 4-10=-354/89 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, Corner(3R) 2-0-0 to 6-11-8, Corner(3E) 6-11-8 to 9-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 11, 9. 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss GE08 Truss Type Monopitch Supported Gable Qty 2 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538774 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-Md3AG4egDjtmubQ2AALiNskwErI36AqlEY34WSylY3f Scale = 1:15.1 1 2 3 5 4 3x4 3x4 3x4 3x4 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-08.00 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-R 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 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 *Except* 3-4: 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=2-0-0, 4=2-0-0 Max Horz 5=63(LC 7) Max Uplift 5=-8(LC 10), 4=-27(LC 7) Max Grav 5=161(LC 1), 4=65(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss J01 Truss Type Jack-Open Qty 4 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538775 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-Md3AG4egDjtmubQ2AALiNskxvrH369nlEY34WSylY3f Scale = 1:28.4 1 2 5 4 3 3x4 5x6 3x4 3-7-83-7-8 -1-0-0 1-0-0 3-7-8 3-7-8 1-5-05-0-84-6-15-0-812.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.12 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 3-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=112(LC 10) Max Uplift 3=-70(LC 10), 4=-18(LC 10) Max Grav 5=216(LC 1), 3=102(LC 17), 4=70(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-258/66 WEBS 2-4=-70/272 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss J02 Truss Type Jack-Open Qty 36 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538776 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-qqdYTPeI_1?dWk?Ektsxv3G5tFcrrc?uTCod3vylY3e Scale = 1:30.3 1 2 5 4 3 3x4 5x6 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-5-05-5-04-10-95-5-012.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.15 0.07 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: 17 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=122(LC 10) Max Uplift 3=-79(LC 10), 4=-15(LC 10) Max Grav 5=230(LC 1), 3=115(LC 17), 4=78(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-270/73 WEBS 2-4=-76/282 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss J03 Truss Type Jack-Open Qty 5 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538777 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-qqdYTPeI_1?dWk?Ektsxv3G7WFeerd9uTCod3vylY3e Scale = 1:20.3 1 2 5 4 3 3x4 5x6 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-5-03-5-02-10-93-5-012.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.03 0.06 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=68(LC 10) Max Uplift 3=-30(LC 10), 4=-34(LC 10) Max Grav 5=161(LC 1), 3=42(LC 17), 4=42(LC 8) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss J04 Truss Type Jack-Open Qty 5 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538778 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-J0AwhlfwlK7U8uaRIbNASHpHbe_Pa4V1isYBbLylY3d Scale = 1:19.8 1 2 5 4 3 3x4 3x4 3x4 2-8-72-8-7 -1-5-0 1-5-0 2-8-7 2-8-7 1-5-03-3-152-10-93-3-158.49 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-8-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=65(LC 10) Max Uplift 3=-27(LC 10), 4=-16(LC 10) Max Grav 5=220(LC 1), 3=52(LC 17), 4=52(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) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss J05 Truss Type Jack-Open Qty 2 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538779 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-J0AwhlfwlK7U8uaRIbNASHpI4e_Da4X1isYBbLylY3d Scale: 3/4"=1' 1 2 5 4 3 3x4 5x6 3x4 1-1-81-1-8 -1-0-0 1-0-0 1-1-8 1-1-8 1-5-02-6-82-0-12-6-812.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.01 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-1-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 9) Max Uplift 3=-6(LC 1), 4=-47(LC 10) Max Grav 5=143(LC 1), 3=10(LC 6), 4=34(LC 8) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss M01 Truss Type Monopitch Qty 6 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538780 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-nCkJu5gYWeFLl29drIuP?UMSe2KRJXzBwWHk7nylY3c Scale = 1:16.9 1 2 3 5 4 3x4 3x4 3x4 3x6 1-4-01-4-0 -1-0-0 1-0-0 1-4-0 1-4-0 1-5-02-9-012.00 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 0.13 0.01 0.04 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=90(LC 9) Max Uplift 4=-70(LC 9), 5=-22(LC 6) Max Grav 4=56(LC 6), 5=168(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss M02 Truss Type Monopitch Qty 6 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538781 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-nCkJu5gYWeFLl29drIuP?UMSu2IZJXaBwWHk7nylY3c Scale = 1:12.8 1 2 3 5 4 3x4 3x4 3x6 4-5-04-5-0 -1-0-0 1-0-0 4-5-0 4-5-0 0-8-81-11-153.50 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-R 0.18 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 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)4=Mechanical, 5=0-3-8 Max Horz 5=53(LC 7) Max Uplift 4=-11(LC 10), 5=-37(LC 6) Max Grav 4=157(LC 1), 5=245(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) This truss 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss M03 Truss Type Monopitch Qty 4 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538782 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-FPIh5RhAHyNBNCkpP0PeXiuYVSc52_qK9A1IfEylY3b Scale = 1:17.6 1 2 3 5 4 6 7 3x6 3x4 3x6 6-5-06-5-0 -1-0-0 1-0-0 6-5-0 6-5-0 0-8-82-6-153.50 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-R 0.44 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.00 (loc) 4-5 4-5 4 l/defl >999 >615 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 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=71(LC 7) Max Uplift 4=-17(LC 10), 5=-39(LC 6) Max Grav 4=240(LC 1), 5=322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-274/209 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-3-12, Exterior(2E) 3-3-12 to 6-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss M04 Truss Type Monopitch Qty 5 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538783 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-FPIh5RhAHyNBNCkpP0PeXiuYbScA2_qK9A1IfEylY3b Scale = 1:17.5 1 2 3 5 4 6 7 3x6 3x4 3x6 6-4-86-4-8 -1-0-0 1-0-0 6-4-8 6-4-8 0-8-82-6-133.50 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-R 0.44 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.00 (loc) 4-5 4-5 4 l/defl >999 >628 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 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=70(LC 7) Max Uplift 4=-16(LC 10), 5=-38(LC 6) Max Grav 4=239(LC 1), 5=320(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-273/209 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-3-4, Exterior(2E) 3-3-4 to 6-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) This truss 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss M05 Truss Type Monopitch Qty 5 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538784 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-jbs3Jnip2FV2?MI0zjwt4vRn0s0VnR3UOpmrCgylY3a Scale = 1:15.1 1 2 3 5 4 3x4 3x4 3x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-08.00 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-R 0.14 0.04 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=63(LC 7) Max Uplift 4=-27(LC 7), 5=-8(LC 10) Max Grav 4=65(LC 17), 5=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) This truss 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB01 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538785 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-BnQRW7iRpZdvcWtCXRS6c7_yJGLuWucddTWOk6ylY3Z Scale = 1:24.4 2 3 4 5 6 7 12 11 10 9 1 8 6x6 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 14-9-014-9-0 1-5-0 1-5-0 13-4-0 11-11-0 14-9-0 1-5-0 1-5-00-1-40-1-81-3-812.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [6:0-4-4,0-1-12] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.09 0.05 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-9-0. (lb) - Max Horz 1=22(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 7, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 2, 7, 9, 12 except 10=336(LC 23), 11=332(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-255/72, 4-11=-251/71 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 and C-C Corner(3E) 0-2-10 to 1-5-0, Corner(3R) 1-5-0 to 4-5-0, Exterior(2N) 4-5-0 to 10-4-0, Corner(3R) 10-4-0 to 13-4-0, Corner(3E) 13-4-0 to 14-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 7, 10, 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB02 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538786 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-f__pkTj3atmmEfSO48zL9KW7hfg1FKQnr7FyGZylY3Y Scale = 1:24.9 2 3 4 5 6 10 9 8 1 7 6x6 3x4 3x4 2x4 5x6 2x4 2x4 2x4 14-9-014-9-0 3-5-0 3-5-0 11-4-0 7-11-0 14-9-0 3-5-0 3-5-00-1-40-1-83-3-812.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [5:0-4-4,0-1-12] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-9-0. (lb) - Max Horz 1=58(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 10 except 1=-165(LC 17), 7=-135(LC 18), 2=-119(LC 10), 6=-100(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8, 10 except 2=309(LC 17), 6=295(LC 18), 9=359(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-276/97 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 and C-C Corner(3E) 0-2-10 to 3-5-0, Corner(3R) 3-5-0 to 6-5-0, Exterior(2N) 6-5-0 to 8-4-0, Corner(3R) 8-4-0 to 11-4-0, Corner(3E) 11-4-0 to 14-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10 except (jt=lb) 1=165, 7=135, 2=119, 6=100. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB03 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538787 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-7AYCxpkhKAudsp1aerUaiY3Ft30r_nvw4n?Vo?ylY3X Scale = 1:31.3 2 3 4 5 8 7 1 9 10 6 6x6 3x6 3x6 2x4 5x6 2x4 14-9-014-9-0 5-5-0 5-5-0 9-4-0 3-11-0 14-9-0 5-5-0 5-5-00-1-40-1-85-3-812.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [4:0-4-4,0-1-12] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.12 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-9-0. (lb) - Max Horz 1=94(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-559(LC 17), 6=-511(LC 18), 2=-293(LC 10), 5=-257(LC 11) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=280(LC 10), 2=806(LC 17), 5=777(LC 18), 7=298(LC 24), 8=299(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-230/410, 5-6=-229/325 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 and C-C Corner(3E) 0-2-10 to 3-2-10, Corner(3R) 3-2-10 to 11-6-6, Corner(3E) 11-6-6 to 14-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=559, 6=511, 2=293, 5=257. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB04 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538788 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-bM5a98lJ5U0UTzcnCZ?pElbTnTMUjDm3JRk3LRylY3W Scale = 1:46.9 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-9-014-9-0 7-4-8 7-4-8 14-9-0 7-4-8 7-4-80-1-40-1-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.10 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 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 14-9-0. (lb) - Max Horz 1=128(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 2 except 1=-137(LC 8), 10=-135(LC 10), 8=-134(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9 except 10=330(LC 17), 8=329(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-257/243, 5-8=-256/243 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-10 to 3-4-8, Exterior(2N) 3-4-8 to 4-4-8, Corner(3R) 4-4-8 to 10-4-8, Exterior(2N) 10-4-8 to 11-4-8, Corner(3E) 11-4-8 to 14-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2 except (jt=lb) 1=137, 10=135, 8=134. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB05 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538789 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-4ZfyMUlxso8L57BzmGW2nz8cCtiRSeiDX5UcttylY3V Scale = 1:46.9 2 3 4 5 6 7 8 12 11 10 1 9 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-9-016-9-0 7-4-8 7-4-8 13-1-12 5-9-4 15-1-12 2-0-0 16-9-0 1-7-4 7-4-81-7-40-1-40-1-81-5-1212.00 12 Plate Offsets (X,Y)-- [7:0-1-8,Edge], [8:0-1-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.11 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 1=128(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 1=-135(LC 8), 9=-394(LC 1), 12=-133(LC 10), 10=-111(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2 except 8=602(LC 1), 11=337(LC 20), 12=337(LC 17), 10=369(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-77/257 WEBS 4-11=-259/34, 3-12=-262/225, 5-10=-276/203 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 and C-C Corner(3E) 0-2-10 to 3-4-8, Exterior(2N) 3-4-8 to 4-4-8, Corner(3R) 4-4-8 to 10-4-8, Exterior(2N) 10-4-8 to 13-1-12, Corner(3R) 13-1-12 to 15-1-12, Corner(3E) 15-1-12 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 1=135, 9=394, 12=133, 10=111. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB06 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538790 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-YlDKZqmZd5GCjHm9J_1HJAhoLH2XB7tMmlD9PKylY3U Scale = 1:46.9 2 3 4 5 6 7 8 12 11 10 1 13 9 4x6 5x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 16-9-016-9-0 7-4-8 7-4-8 11-1-12 3-9-4 13-1-12 2-0-0 16-9-0 3-7-4 7-4-83-7-40-1-40-1-83-5-1212.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-1-12], [5:0-3-0,Edge], [6:0-1-4,0-0-0], [7:0-1-8,Edge], [8:0-1-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.12 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 1=-128(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 1=-136(LC 8), 9=-286(LC 18), 12=-133(LC 10), 10=-110(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 11 except 2=256(LC 1), 8=539(LC 24), 12=331(LC 17), 10=392(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-256/223, 6-10=-300/211 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 and C-C Corner(3E) 0-2-10 to 3-4-8, Exterior(2N) 3-4-8 to 4-4-8, Corner(3R) 4-4-8 to 10-4-8, Exterior(2N) 10-4-8 to 11-1-12, Corner(3R) 11-1-12 to 13-6-6, Corner(3E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 1=136, 9=286, 12=133, 10=110. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB07 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538791 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-U7L5_Woq9jWwybwYRP4lPbm7G4j8fzzfE3iGUCylY3S Scale = 1:46.9 2 3 4 5 6 7 8 12 11 10 1 13 9 4x6 3x4 5x8 3x4 3x4 2x4 2x4 2x4 2x4 16-9-016-9-0 7-4-8 7-4-8 9-1-12 1-9-4 11-1-12 2-0-0 16-9-0 5-7-4 7-4-85-7-40-1-40-1-85-5-1212.00 12 Plate Offsets (X,Y)-- [6:0-1-4,0-1-4], [6:0-2-8,Edge], [7:0-1-12,0-0-0], [8:0-1-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.11 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 1=-128(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-138(LC 8), 9=-452(LC 18), 8=-118(LC 11), 12=-134(LC 10), 10=-114(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2 except 8=620(LC 18), 11=359(LC 1), 12=333(LC 17), 10=402(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-177/290 WEBS 4-11=-281/63, 3-12=-258/229, 7-10=-308/209 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 and C-C Corner(3E) 0-2-10 to 3-4-8, Exterior(2N) 3-4-8 to 4-4-8, Corner(3R) 4-4-8 to 7-4-8, Corner(3E) 7-4-8 to 9-1-12, Corner(3R) 9-1-12 to 13-6-6, Corner(3E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 1, 452 lb uplift at joint 9, 118 lb uplift at joint 8, 134 lb uplift at joint 12 and 114 lb uplift at joint 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB08 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538792 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-yKvTCsoSw0enakVk?6b_xpJIVU3VOTYpSjSp0fylY3R Scale = 1:43.8 2 3 4 5 6 7 11 10 9 1 12 13 8 3x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 16-9-016-9-0 7-7-4 7-7-4 9-1-12 1-6-8 16-9-0 7-7-4 7-7-40-1-40-1-87-5-1212.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-8], [4:0-1-8,Edge], [5:0-4-4,0-1-12] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.11 0.18 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: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 1=-134(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 10 except 1=-467(LC 17), 2=-152(LC 10), 11=-121(LC 10), 9=-141(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 8, 10 except 2=687(LC 17), 7=270(LC 1), 11=355(LC 17), 9=338(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-214/378 WEBS 3-11=-263/213, 6-9=-262/238 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 and C-C Corner(3E) 0-2-10 to 3-2-10, Exterior(2N) 3-2-10 to 4-7-4, Corner(3R) 4-7-4 to 12-1-12, Exterior(2N) 12-1-12 to 13-6-6, Corner(3E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 10 except (jt=lb) 1=467, 2=152, 11=121, 9=141. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB09 Truss Type GABLE Qty 6 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538793 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-QWTrPCp4hKmeCu3xYq6DU0rVzuP07vRyhNBNY5ylY3Q Scale = 1:53.0 2 3 4 5 6 10 9 8 1 11 12 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-9-016-9-0 8-4-8 8-4-8 16-9-0 8-4-8 8-4-80-1-40-1-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.09 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 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 16-9-0. (lb) - Max Horz 1=-146(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 1=-295(LC 17), 7=-214(LC 18), 10=-145(LC 10), 8=-144(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=447(LC 17), 6=419(LC 1), 10=362(LC 17), 8=361(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-193/283 WEBS 3-10=-279/238, 5-8=-278/238 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-2-10 to 3-2-10, Exterior(2N) 3-2-10 to 5-4-8, Corner(3R) 5-4-8 to 11-4-8, Exterior(2N) 11-4-8 to 13-6-6, Corner(3E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 1=295, 7=214, 10=145, 8=144. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB10 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538794 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-ui1DdYqiSeuVp2e76XdS0EOduIllsNZ5w1xw5XylY3P Scale = 1:32.7 2 3 4 5 6 7 11 10 9 1 12 8 3x4 3x4 3x6 2x4 5x6 2x4 2x4 2x4 2x4 16-9-016-9-0 5-5-0 5-5-0 11-4-0 5-11-0 16-9-0 5-5-0 5-5-00-1-40-1-85-3-812.00 12 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:0-4-4,0-1-12] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.12 0.14 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: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 1=-95(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10, 11 except 1=-153(LC 17), 8=-508(LC 18), 7=-219(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 2=309(LC 17), 7=771(LC 18), 9=303(LC 24), 10=309(LC 23), 11=257(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-207/324 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 and C-C Corner(3E) 0-2-10 to 3-4-0, Corner(3R) 3-4-0 to 13-6-6, Corner(3E) 13-6-6 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 10, 11 except (jt=lb) 1=153, 8=508, 7=219. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB11 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538795 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-MvabqurKDx0LRCDJgE8hZRxpIh53bqQF9hgUdzylY3O Scale = 1:42.8 2 3 4 5 6 7 11 10 9 1 12 8 3x4 3x6 3x4 2x4 5x6 2x4 2x4 2x4 2x4 16-9-016-9-0 7-5-0 7-5-0 9-4-0 1-11-0 16-9-0 7-5-0 7-5-00-1-40-1-87-3-812.00 12 Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-4-4,0-1-12] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.12 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: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 1=-130(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 10 except 1=-507(LC 17), 2=-164(LC 10), 11=-120(LC 10), 9=-139(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8, 7, 10 except 1=252(LC 10), 2=726(LC 17), 11=359(LC 17), 9=334(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-222/400 WEBS 3-11=-266/212, 6-9=-259/239 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 and C-C Corner(3E) 0-2-10 to 3-2-10, Exterior(2N) 3-2-10 to 4-5-0, Corner(3R) 4-5-0 to 12-4-0, Exterior(2N) 12-4-0 to 13-4-0, Corner(3E) 13-4-0 to 16-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 10 except (jt=lb) 1=507, 2=164, 11=120, 9=139. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB12 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538796 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-JHiMFZsblZG3gWNinfB9es0AuVnr3lfYc?9ahsylY3M Scale = 1:43.0 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 1 18 12 3x4 3x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 3x4 25-2-1225-2-12 1-9-6 1-9-6 7-9-6 6-0-0 10-7-14 2-10-8 20-6-14 9-11-0 25-2-12 4-7-14 1-9-64-7-140-1-40-1-84-6-612.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [7:0-1-8,Edge], [10:0-4-4,0-1-12], [16:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.10 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5, 7-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 25-2-12. (lb) - Max Horz 1=-81(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 15, 16, 17 except 1=-182(LC 17), 12=-344(LC 18), 2=-129(LC 10), 11=-163(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 12 except 2=345(LC 17), 13=281(LC 24), 14=344(LC 23), 15=290(LC 1), 16=332(LC 23), 17=332(LC 1), 11=546(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-14=-265/76, 6-16=-253/76 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 and C-C Corner(3E) 0-2-10 to 1-9-6, Corner(3R) 1-9-6 to 4-6-14, Exterior(2N) 4-6-14 to 7-9-6, Corner(3R) 7-9-6 to 13-7-14, Exterior(2N) 13-7-14 to 17-6-14, Corner(3R) 17-6-14 to 22-0-2, Corner(3E) 22-0-2 to 25-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 15, 16, 17 except (jt=lb) 1=182, 12=344, 2=129, 11=163. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss PB13 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538797 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-Fgq6gFurHAWnwpX4v4DdjH5WPJSNXgBq3JehmlylY3K Scale = 1:42.2 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1 11 6x6 3x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-2-1225-2-12 2-7-14 2-7-14 22-6-14 19-11-0 25-2-12 2-7-14 2-7-140-1-40-1-82-6-612.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [9:0-4-4,0-1-12] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 25-2-12. (lb) - Max Horz 1=44(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 13, 14, 15, 17, 18, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 12, 18, 10 except 13=343(LC 23), 14=316(LC 24), 15=317(LC 23), 17=340(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-13=-261/70, 4-17=-258/69 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 and C-C Corner(3E) 0-2-10 to 2-7-14, Corner(3R) 2-7-14 to 5-7-14, Exterior(2N) 5-7-14 to 19-6-14, Corner(3R) 19-6-14 to 22-6-14, Corner(3E) 22-6-14 to 25-0-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 2, 13, 14, 15, 17, 18, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T01 Truss Type Hip Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538798 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-jsOUtbvT1UfeXz6HToksGVeYiidAG?F_IzOFIBylY3J Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 8x14 MT18HS 3x6 8x14 MT18HS 3x4 3x6 4x8 3x6 3x4 3x6 4x8 6x8 3x4 6x8 3x6 6-0-06-0-0 17-11-811-11-8 29-11-011-11-8 35-11-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 13-11-11 7-11-11 21-11-5 7-11-11 29-11-0 7-11-11 35-11-0 6-0-0 36-11-0 1-0-0 1-5-07-5-01-5-07-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:1-0-4,0-1-12], [7:1-0-4,0-1-12], [8:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.82 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.67 0.07 (loc) 11-13 11-13 10 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 150 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 4-4-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-0 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=-158(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=-1574/32, 3-4=-1031/71, 4-6=-1797/36, 6-7=-1031/71, 7-8=-1574/32, 2-16=-1458/29, 8-10=-1458/29 BOT CHORD 13-15=-106/1725, 11-13=-84/1725 WEBS 3-15=0/662, 4-15=-974/124, 4-13=0/294, 6-13=0/294, 6-11=-974/124, 7-11=0/662, 2-15=-32/924, 8-11=-35/924 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, Exterior(2R) 2-0-0 to 10-2-15, Interior(1) 10-2-15 to 25-8-1, Exterior(2R) 25-8-1 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T02 Truss Type Hip Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538799 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:32:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-B3yt5xv5onnV97hT0VF5piBhe6_L?UF7Xd7oqdylY3I Scale = 1:73.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 5x10 MT18HS 3x6 5x10 MT18HS 6x8 3x4 3x6 3x8 3x4 3x4 3x4 3x8 4x10 3x4 3x6 8-0-08-0-0 17-11-89-11-8 27-11-09-11-8 35-11-08-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 14-7-11 6-7-11 21-3-5 6-7-11 27-11-0 6-7-11 35-11-0 8-0-0 1-5-09-5-01-5-09-5-012.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-8], [3:0-8-4,0-1-12], [7:0-8-4,0-1-12], [8:0-3-8,Edge], [9:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.76 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.34 0.05 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 162 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,6-10: 2x4 SPF No.2, 2-15: 2x6 SPF No.2, 8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-12 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (size)15=0-3-8, 9=0-3-8 Max Horz 15=187(LC 7) Max Grav 15=1497(LC 1), 9=1420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1569/55, 3-4=-984/104, 4-6=-1389/77, 6-7=-998/106, 7-8=-1571/44, 2-15=-1428/54, 8-9=-1351/26 BOT CHORD 14-15=-266/445, 12-14=-80/1351, 10-12=-56/1353 WEBS 3-14=0/622, 4-14=-688/118, 6-10=-674/120, 7-10=0/616, 2-14=-75/758, 8-10=-46/796 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-1, Exterior(2R) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 23-8-1, Exterior(2R) 23-8-1 to 32-1-15, Interior(1) 32-1-15 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T03 Truss Type Roof Special Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538800 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-fFVFIHwjZ5vMnHFfaDmKLwjtJWKtksGHmHtLN3ylY3H Scale = 1:77.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 6x8 5x10 MT18HS 6x6 5x8 3x6 3x8 3x8 2x4 3x8 3x8 6x6 3x6 5x8 3x4 3x6 10-0-010-0-0 17-11-87-11-8 25-11-07-11-8 33-8-127-9-12 35-11-02-2-4 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 17-11-8 7-11-8 25-11-0 7-11-8 33-8-12 7-9-12 35-8-12 2-0-0 35-11-0 0-2-4 1-5-03-7-411-5-03-5-011-5-012.00 12 *** Design Problems *** REVIEW REQUIRED Analog warning - check design Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [6:0-4-6,Edge], [8:0-1-12,0-3-4], [10:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.74 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.51 0.06 (loc) 15-16 15-16 9 l/defl >999 >831 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,7-11,7-10,8-10,3-16: 2x3 SPF No.2, 2-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-4 max.): 4-6, 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16 REACTIONS. (size)16=0-3-8, 9=0-3-8 Max Horz 16=235(LC 7) Max Grav 16=1495(LC 1), 9=1424(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-356/111, 3-4=-1431/116, 4-5=-945/127, 5-6=-949/133, 6-7=-1494/87, 7-8=-861/41, 2-16=-395/111, 8-9=-1430/0 BOT CHORD 15-16=-129/977, 13-15=-58/1181, 11-13=-58/1181, 10-11=-4/900 WEBS 4-15=0/596, 5-15=-483/110, 5-13=0/282, 5-11=-488/111, 6-11=0/556, 7-10=-1257/95, 8-10=-17/1617, 3-16=-1288/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 22-11-0, Exterior(2R) 22-11-0 to 28-11-0, Interior(1) 28-11-0 to 33-8-12, Exterior(2E) 33-8-12 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) 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.).August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538801 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-7R3dWdxLKP1DORqs8wHZu7G3gwf0TIAQ_xcvvWylY3G Scale = 1:89.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 3x6 5x6 5x10 MT18HS 5x6 5x8 3x6 3x8 4x6 2x4 3x8 3x8 6x6 4x6 3x6 6x8 3x4 6x6 3x6 10-7-0 10-7-0 17-11-8 7-4-8 25-4-0 7-4-8 31-8-12 6-4-12 33-8-12 2-0-0 35-11-0 2-2-4 -1-0-0 1-0-0 5-4-12 5-4-12 10-7-0 5-2-4 17-11-8 7-4-8 25-4-0 7-4-8 31-8-12 6-4-12 33-8-12 2-0-0 35-11-0 2-2-4 38-11-0 3-0-0 1-5-05-7-412-0-03-5-012-0-012.00 12 Plate Offsets (X,Y)-- [4:0-2-6,0-2-1], [5:0-4-4,0-1-12], [7:0-8-4,0-1-12], [9:0-6-4,0-1-12], [13:0-2-8,0-2-0], [14:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.81 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.66 0.05 (loc) 19-20 19-20 12 l/defl >999 >651 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 207 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,6-19,6-17,6-15,7-15: 2x4 SPF No.2, 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-11 max.): 5-7, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-19, 6-19, 6-15, 8-15, 4-20 REACTIONS. (size)20=0-3-8, 12=0-3-8 Max Horz 20=270(LC 9) Max Grav 20=1487(LC 1), 12=1621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-380/112, 4-5=-1409/125, 5-6=-920/135, 6-7=-908/144, 7-8=-1404/117, 8-9=-915/72, 9-10=-819/151, 2-20=-414/111, 10-12=-1613/90 BOT CHORD 19-20=-116/973, 17-19=-41/1104, 15-17=-41/1104, 14-15=0/938, 13-14=0/468 WEBS 5-19=0/585, 6-19=-427/118, 6-15=-451/105, 7-15=0/551, 8-14=-1174/96, 9-14=-32/1323, 9-13=-695/0, 4-20=-1253/0, 10-13=0/901 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-7-0, Exterior(2R) 7-7-0 to 13-7-0, Interior(1) 13-7-0 to 22-4-0, Exterior(2R) 22-4-0 to 28-4-0, Interior(1) 28-4-0 to 33-8-12, Exterior(2E) 33-8-12 to 38-11-0 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538802 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-ced?jzy_5i940aP2idpoQLpF_K_GBl6aDbMSRyylY3F Scale = 1:81.9 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 3x6 5x6 5x6 5x6 5x6 3x6 3x8 4x6 2x4 3x8 4x8 6x6 3x6 3x6 6x8 3x4 6x8 3x6 10-7-010-7-0 17-11-87-4-8 25-4-07-4-8 29-8-124-4-12 31-8-122-0-0 35-11-04-2-4 -1-0-0 1-0-0 5-4-12 5-4-12 10-7-0 5-2-4 17-11-8 7-4-8 25-4-0 7-4-8 29-8-12 4-4-12 31-8-12 2-0-0 35-11-0 4-2-4 38-11-0 3-0-0 1-5-07-7-412-0-03-5-012-0-012.00 12 Plate Offsets (X,Y)-- [4:0-2-6,0-2-1], [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [9:0-4-4,0-1-12], [10:0-3-8,Edge], [13:0-2-8,0-1-8], [14:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.81 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.66 0.05 (loc) 19-20 19-20 12 l/defl >999 >649 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 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* 5-19,6-19,6-17,6-15,7-15: 2x4 SPF No.2, 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-0 max.): 5-7, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-19, 6-19, 6-15, 8-15, 8-14, 4-20 REACTIONS. (size)20=0-3-8, 12=0-3-8 Max Horz 20=270(LC 9) Max Grav 20=1487(LC 1), 12=1621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-380/111, 4-5=-1409/131, 5-6=-920/139, 6-7=-904/152, 7-8=-1327/151, 8-9=-933/106, 9-10=-1089/118, 2-20=-414/111, 10-12=-1593/110 BOT CHORD 19-20=-118/973, 17-19=-46/1105, 15-17=-46/1105, 14-15=0/947, 13-14=0/676 WEBS 5-19=-1/586, 6-19=-429/118, 6-17=0/255, 6-15=-454/96, 7-15=-17/563, 8-14=-986/50, 9-14=-23/1020, 9-13=-432/15, 4-20=-1253/0, 10-13=0/892 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 7-7-0, Exterior(2R) 7-7-0 to 13-7-0, Interior(1) 13-7-0 to 22-4-0, Exterior(2R) 22-4-0 to 28-4-0, Interior(1) 28-4-0 to 29-8-12, Exterior(2R) 29-8-12 to 34-8-12, Interior(1) 34-8-12 to 35-9-4, Exterior(2E) 35-9-4 to 38-11-0 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538803 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-4qBNwIzcs0Hxek_EFLK1zYLMyjKMwBNjSF5?zOylY3E Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 243x6 5x6 5x6 6x6 5x10 MT18HS 3x6 3x8 4x6 3x8 2x4 4x8 3x6 3x6 3x8 6x8 3x4 4x10 3x6 10-7-010-7-0 17-11-87-4-8 25-4-07-4-8 27-8-122-4-12 29-8-122-0-0 37-11-08-2-4 -1-0-0 1-0-0 5-4-12 5-4-12 10-7-0 5-2-4 17-11-8 7-4-8 25-4-0 7-4-8 27-8-12 2-4-12 29-8-12 2-0-0 37-11-0 8-2-4 38-11-0 1-0-0 1-5-09-7-412-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [4:0-2-6,0-2-1], [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [8:0-3-0,0-2-12], [9:0-8-4,0-1-12], [10:0-3-12,0-1-8], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.82 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.66 0.06 (loc) 19-20 19-20 12 l/defl >999 >681 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,6-19,6-17,6-15,7-15: 2x4 SPF No.2, 2-20: 2x4 SPF-S Stud 10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-10 max.): 5-7, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-19, 6-15, 8-15, 8-14, 4-20 REACTIONS. (size)20=0-3-8, 12=0-3-8 Max Horz 20=242(LC 9) Max Grav 20=1570(LC 1), 12=1576(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-386/111, 4-5=-1515/122, 5-6=-996/133, 6-7=-1083/136, 7-8=-1517/155, 8-9=-1152/116, 9-10=-1660/73, 2-20=-418/110, 10-12=-1500/70 BOT CHORD 19-20=-111/1041, 17-19=-35/1232, 15-17=-35/1232, 14-15=0/1169, 13-14=0/1036, 12-13=-171/332 WEBS 5-19=0/644, 6-19=-523/109, 6-17=0/255, 6-15=-382/100, 7-15=-41/739, 8-15=-363/162, 8-14=-705/48, 9-14=-92/622, 9-13=0/278, 4-20=-1353/0, 10-13=-44/724 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-7-0, Exterior(2R) 7-7-0 to 13-7-0, Interior(1) 13-7-0 to 22-4-0, Exterior(2R) 22-4-0 to 25-4-0, Exterior(2E) 25-4-0 to 27-8-12, Exterior(2R) 27-8-12 to 32-8-12, Interior(1) 32-8-12 to 35-11-0, Exterior(2E) 35-11-0 to 38-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538804 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-Y0lm8ezEdKPoFuZQp2rGWmubr7gbfebsgurZWrylY3D Scale = 1:90.9 1 2 3 4 5 6 78 9 10 11 12 13 22 21 20 19 18 1716 15 14 23 24 25 26 3x6 5x6 5x10 MT18HS 5x6 5x8 3x6 3x6 3x8 4x6 3x8 2x4 3x4 3x6 3x4 4x6 3x8 6x8 5x8 3x6 3x6 10-7-0 10-7-0 17-11-8 7-4-8 25-4-0 7-4-8 25-8-12 0-4-12 27-8-12 2-0-0 37-11-0 10-2-4 -1-0-0 1-0-0 5-4-12 5-4-12 10-7-0 5-2-4 17-11-8 7-4-8 25-4-0 7-4-8 25-8-12 0-4-12 27-8-12 2-0-0 32-8-10 4-11-14 37-11-0 5-2-6 38-11-0 1-0-0 1-5-011-7-412-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [4:0-2-6,0-2-1], [5:0-4-4,0-1-12], [7:0-8-4,0-1-12], [9:0-6-4,0-1-12], [10:0-2-6,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.82 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.66 0.07 (loc) 21-22 21-22 14 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 235 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* 4-21,10-15,4-22,10-14: 2x3 SPF No.2, 2-22,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-10 max.): 5-7, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-21, 6-17, 8-16, 4-22, 10-14 REACTIONS. (size)22=0-3-8, 14=0-3-8 Max Horz 22=241(LC 9) Max Grav 22=1574(LC 1), 14=1574(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-387/111, 4-5=-1519/124, 5-6=-999/135, 6-7=-1091/141, 7-8=-1179/69, 8-9=-1070/135, 9-10=-1532/122, 10-12=-360/112, 2-22=-419/110, 12-14=-397/111 BOT CHORD 21-22=-113/1044, 19-21=-39/1237, 17-19=-39/1237, 16-17=0/1086, 15-16=0/999, 14-15=0/1044 WEBS 5-21=0/646, 6-21=-527/111, 6-19=0/259, 6-17=-348/99, 7-17=0/495, 8-16=-633/3, 9-16=-191/577, 9-15=-12/471, 4-22=-1357/0, 10-14=-1392/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-7-0, Exterior(2R) 7-7-0 to 13-7-0, Interior(1) 13-7-0 to 22-4-0, Exterior(2R) 22-4-0 to 25-4-0, Exterior(2E) 25-4-0 to 25-8-12, Exterior(2R) 25-8-12 to 30-8-12, Interior(1) 30-8-12 to 35-11-0, Exterior(2E) 35-11-0 to 38-11-0 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538805 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-0CJ8L__sOdXet28dNmMV2zRjZX?bO5P0vYa62HylY3C Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x6 5x10 MT18HS 3x8 5x10 MT18HS 3x8 3x6 3x8 4x6 2x4 3x8 3x8 4x6 3x8 6x8 6x8 3x6 10-7-010-7-0 18-11-88-4-8 27-4-08-4-8 37-11-010-7-0 -1-0-0 1-0-0 5-4-12 5-4-12 10-7-0 5-2-4 18-11-8 8-4-8 27-4-0 8-4-8 32-6-4 5-2-4 37-11-0 5-4-12 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-2-6,0-2-1], [5:0-8-4,0-1-12], [8:0-8-4,0-1-12], [9:0-2-6,0-2-1], [10:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.84 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.07 (loc) 11-12 11-12 11 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 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* 4-16,9-12,4-17,9-11: 2x3 SPF No.2, 2-17,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 6-12, 9-12, 4-17, 9-11 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=233(LC 7) Max Grav 17=1575(LC 1), 11=1504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-385/113, 4-5=-1521/113, 5-6=-1003/128, 6-8=-1005/129, 8-9=-1525/114, 9-10=-343/72, 2-17=-419/112, 10-11=-318/67 BOT CHORD 16-17=-120/1044, 14-16=-45/1252, 12-14=-45/1252, 11-12=0/1051 WEBS 5-16=0/634, 6-16=-510/120, 6-14=0/275, 6-12=-509/120, 8-12=0/638, 4-17=-1359/0, 9-11=-1402/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 23-1-1, Exterior(2R) 23-1-1 to 31-6-15, Interior(1) 31-6-15 to 34-9-4, Exterior(2E) 34-9-4 to 37-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538806 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-UPtWZK?U9xfVVCjpxTtkbBzuJxLq7Xf98CKgajylY3B Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x6 5x10 MT18HS 3x8 5x10 MT18HS 3x8 3x6 3x8 4x6 2x4 3x8 3x8 4x6 3x8 6x8 6x8 3x6 10-7-010-7-0 18-11-88-4-8 27-4-08-4-8 37-11-010-7-0 -1-0-0 1-0-0 5-4-12 5-4-12 10-7-0 5-2-4 18-11-8 8-4-8 27-4-0 8-4-8 32-6-4 5-2-4 37-11-0 5-4-12 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-2-6,0-2-1], [5:0-8-4,0-1-12], [8:0-8-4,0-1-12], [9:0-2-6,0-2-1], [10:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.84 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.07 (loc) 11-12 11-12 11 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 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* 4-16,9-12,4-17,9-11: 2x3 SPF No.2, 2-17,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 6-12, 9-12, 4-17, 9-11 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=233(LC 7) Max Grav 17=1575(LC 1), 11=1504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-385/113, 4-5=-1521/113, 5-6=-1003/128, 6-8=-1005/129, 8-9=-1525/114, 9-10=-343/72, 2-17=-419/112, 10-11=-318/67 BOT CHORD 16-17=-120/1044, 14-16=-45/1252, 12-14=-45/1252, 11-12=0/1051 WEBS 5-16=0/634, 6-16=-510/120, 6-14=0/275, 6-12=-509/120, 8-12=0/638, 4-17=-1359/0, 9-11=-1402/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 23-1-1, Exterior(2R) 23-1-1 to 31-6-15, Interior(1) 31-6-15 to 34-9-4, Exterior(2E) 34-9-4 to 37-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538807 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-ybRumg06wFnM6MI?UBOz7OW33Lh3s_uJNs3D6AylY3A Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x6 5x10 MT18HS 3x8 5x10 MT18HS 3x8 3x6 3x8 4x6 2x4 3x8 3x8 4x6 3x8 6x8 6x8 3x6 10-7-010-7-0 18-11-88-4-8 27-4-08-4-8 37-11-010-7-0 -1-0-0 1-0-0 5-4-12 5-4-12 10-7-0 5-2-4 18-11-8 8-4-8 27-4-0 8-4-8 32-6-4 5-2-4 37-11-0 5-4-12 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-2-6,0-2-1], [5:0-8-4,0-1-12], [8:0-8-4,0-1-12], [9:0-2-6,0-2-1], [10:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.84 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.07 (loc) 11-12 11-12 11 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 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* 4-16,9-12,4-17,9-11: 2x3 SPF No.2, 2-17,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 6-12, 9-12, 4-17, 9-11 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=233(LC 7) Max Grav 17=1575(LC 1), 11=1504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-385/113, 4-5=-1521/113, 5-6=-1003/128, 6-8=-1005/129, 8-9=-1525/114, 9-10=-343/72, 2-17=-419/112, 10-11=-318/67 BOT CHORD 16-17=-120/1044, 14-16=-45/1252, 12-14=-45/1252, 11-12=0/1051 WEBS 5-16=0/634, 6-16=-510/120, 6-14=0/275, 6-12=-509/120, 8-12=0/638, 4-17=-1359/0, 9-11=-1402/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 23-1-1, Exterior(2R) 23-1-1 to 31-6-15, Interior(1) 31-6-15 to 34-9-4, Exterior(2E) 34-9-4 to 37-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538808 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-u_YfBM1NSs14MfROcbRRCpbPZ8MXKuOcqAYKB2ylY38 Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x6 5x10 MT18HS 3x8 5x10 MT18HS 3x8 3x6 3x8 4x6 2x4 3x8 3x8 4x6 3x8 6x8 6x8 3x6 10-7-010-7-0 18-11-88-4-8 27-4-08-4-8 37-11-010-7-0 -1-0-0 1-0-0 5-4-12 5-4-12 10-7-0 5-2-4 18-11-8 8-4-8 27-4-0 8-4-8 32-6-4 5-2-4 37-11-0 5-4-12 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-2-6,0-2-1], [5:0-8-4,0-1-12], [8:0-8-4,0-1-12], [9:0-2-6,0-2-1], [10:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.84 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.07 (loc) 11-12 11-12 11 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 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* 4-16,9-12,4-17,9-11: 2x3 SPF No.2, 2-17,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 6-12, 9-12, 4-17, 9-11 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=233(LC 7) Max Grav 17=1575(LC 1), 11=1504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-385/113, 4-5=-1521/113, 5-6=-1003/128, 6-8=-1005/129, 8-9=-1525/114, 9-10=-343/72, 2-17=-419/112, 10-11=-318/67 BOT CHORD 16-17=-120/1044, 14-16=-45/1252, 12-14=-45/1252, 11-12=0/1051 WEBS 5-16=0/634, 6-16=-510/120, 6-14=0/275, 6-12=-509/120, 8-12=0/638, 4-17=-1359/0, 9-11=-1402/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 23-1-1, Exterior(2R) 23-1-1 to 31-6-15, Interior(1) 31-6-15 to 34-9-4, Exterior(2E) 34-9-4 to 37-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T12 Truss Type Piggyback Base Qty 2 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538809 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-NA61Oi2?DA9xzp0aAJygl18aIYim3Lel3qItjUylY37 Scale = 1:78.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x8 5x10 MT18HS 3x8 5x10 MT18HS 3x6 3x6 3x8 4x6 2x4 3x8 3x8 4x6 6x8 6x8 3x8 3x6 10-7-010-7-0 18-11-88-4-8 27-4-08-4-8 37-11-010-7-0 5-4-12 5-4-12 10-7-0 5-2-4 18-11-8 8-4-8 27-4-0 8-4-8 32-6-4 5-2-4 37-11-0 5-4-12 38-11-0 1-0-0 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [1:0-4-0,Edge], [2:0-2-6,0-2-1], [3:0-8-4,0-1-12], [6:0-8-4,0-1-12], [7:0-2-6,0-2-1], [9:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.84 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.07 (loc) 16-17 16-17 11 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 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* 2-16,7-12,2-17,7-11: 2x3 SPF No.2, 1-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 4-16, 4-12, 7-12, 2-17, 7-11 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=-233(LC 6) Max Grav 17=1504(LC 1), 11=1575(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-344/72, 2-3=-1525/114, 3-4=-1004/128, 4-6=-1004/129, 6-7=-1521/112, 7-9=-384/113, 1-17=-319/67, 9-11=-418/112 BOT CHORD 16-17=-111/1051, 14-16=-36/1252, 12-14=-36/1252, 11-12=0/1044 WEBS 3-16=0/636, 4-16=-508/120, 4-14=0/275, 4-12=-510/120, 6-12=0/635, 2-17=-1402/0, 7-11=-1360/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 23-1-1, Exterior(2R) 23-1-1 to 31-6-15, Interior(1) 31-6-15 to 35-11-0, Exterior(2E) 35-11-0 to 38-11-0 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538810 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-rMgPc13dzTHobzbnj0TvIEgl3y20ooJuHU1RGxylY36 Scale = 1:79.6 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 3x6 5x10 MT18HS 3x8 5x10 MT18HS 3x6 3x6 3x8 4x6 2x4 3x8 3x8 4x6 3x8 6x8 6x8 3x8 3x6 10-7-010-7-0 18-11-88-4-8 27-4-08-4-8 37-11-010-7-0 -1-0-0 1-0-0 5-4-12 5-4-12 10-7-0 5-2-4 18-11-8 8-4-8 27-4-0 8-4-8 32-6-4 5-2-4 37-11-0 5-4-12 38-11-0 1-0-0 1-5-012-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [4:0-2-6,0-2-1], [5:0-8-4,0-1-12], [8:0-8-4,0-1-12], [9:0-2-6,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.84 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.07 (loc) 13-14 18-19 13 l/defl >999 >716 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 199 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* 4-18,9-14,4-19,9-13: 2x3 SPF No.2, 2-19,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-14, 9-14, 4-19, 9-13 REACTIONS. (size)19=0-3-8, 13=0-3-8 Max Horz 19=240(LC 9) Max Grav 19=1574(LC 1), 13=1574(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-384/113, 4-5=-1519/112, 5-6=-1002/128, 6-8=-1003/129, 8-9=-1520/112, 9-11=-384/113, 2-19=-419/112, 11-13=-418/112 BOT CHORD 18-19=-112/1043, 16-18=-37/1250, 14-16=-37/1250, 13-14=0/1044 WEBS 5-18=0/634, 6-18=-508/120, 6-16=0/275, 6-14=-509/120, 8-14=0/635, 4-19=-1358/0, 9-13=-1359/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2R) 6-4-1 to 14-9-15, Interior(1) 14-9-15 to 23-1-1, Exterior(2R) 23-1-1 to 31-6-15, Interior(1) 31-6-15 to 35-11-0, Exterior(2E) 35-11-0 to 38-11-0 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T14 Truss Type Hip Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538811 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-JZEnpN4FknPfD7AzHk_8qSDwaMN5XG72W8n_oNylY35 Scale = 1:80.1 12 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 5x10 MT18HS 3x6 5x10 MT18HS 5x8 3x4 3x6 4x8 3x8 3x4 3x4 3x4 3x8 5x6 6x8 3x8 3x8 MT18HS 6-0-06-0-0 16-7-1110-7-11 27-3-510-7-11 37-11-010-7-11 44-11-87-0-8 -1-0-0 1-0-0 6-0-0 6-0-0 13-11-12 7-11-12 21-11-8 7-11-12 29-11-4 7-11-12 37-11-0 7-11-12 44-11-8 7-0-8 1-5-07-5-00-4-87-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-8,0-1-4], [9:0-6-8,0-1-4], [10:0-2-2,0-1-0], [10:0-3-2,Edge], [10:0-1-12,0-0-14], [11:0-2-8,0-2-8] 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-SH 0.82 0.91 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.59 0.14 (loc) 14-16 14-16 10 l/defl >999 >915 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* 9-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-16,7-11: 2x4 SPF No.2, 2-17: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-13 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-13. WEBS 1 Row at midpt 4-16, 6-14, 6-13, 7-11 REACTIONS. (size)10=Mechanical, 17=0-3-8 Max Horz 17=-145(LC 8) Max Grav 10=1789(LC 1), 17=1860(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1998/56, 3-4=-1334/68, 4-6=-2629/88, 6-7=-2693/91, 7-9=-1551/70, 9-10=-2331/52, 2-17=-1817/18 BOT CHORD 14-16=-135/2444, 13-14=-132/2834, 11-13=-92/2544, 10-11=0/1533 WEBS 3-16=0/961, 4-16=-1528/134, 4-14=0/583, 6-14=-360/96, 6-13=-259/98, 7-13=0/508, 7-11=-1392/144, 9-11=0/1130, 2-16=-47/1217 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 10-2-15, Interior(1) 10-2-15 to 33-8-1, Exterior(2R) 33-8-1 to 41-10-12, Exterior(2E) 41-10-12 to 44-10-12 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T15 Truss Type Hip Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538812 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-nlo91j4tV5XWqHl9rRVNNfm6HlmLGqcBloWXKpylY34 Scale = 1:80.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 5x10 MT18HS 3x6 5x6 4x8 4x6 4x8 4x6 4x8 2x4 3x4 2x4 4x8 4x6 2x4 4x10 4x8 4x8 8-0-08-0-0 14-11-126-11-12 28-11-413-11-8 35-11-06-11-12 44-11-89-0-8 -1-0-0 1-0-0 8-0-0 8-0-0 14-11-12 6-11-12 21-11-8 6-11-12 28-11-4 6-11-12 35-11-0 6-11-12 40-3-4 4-4-4 44-11-8 4-8-4 1-5-09-5-00-4-89-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8], [3:0-6-0,0-0-12], [8:0-4-4,0-1-12], [10:0-3-1,Edge], [11:0-2-8,0-2-0], [17:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.72 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.58 0.07 (loc) 13-15 13-15 10 l/defl >999 >922 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 233 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-15,5-15,5-13,8-13: 2x4 SPF No.2, 2-18: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-15 max.): 3-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 4-15, 5-15, 5-13, 7-13 REACTIONS. (size)10=Mechanical, 18=0-3-8 Max Horz 18=-180(LC 8) Max Grav 10=1786(LC 1), 18=1861(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2013/46, 3-4=-2007/62, 4-5=-2006/62, 5-7=-2082/65, 7-8=-2083/64, 8-9=-2140/60, 9-10=-2333/22, 2-18=-1772/46 BOT CHORD 17-18=-256/508, 15-17=-84/1289, 13-15=-96/2201, 11-13=0/1444, 10-11=0/1589 WEBS 3-15=-82/1217, 4-15=-445/128, 5-15=-349/101, 7-13=-446/123, 8-13=-89/1093, 8-11=-30/349, 2-17=-101/1003 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-1, Exterior(2R) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 31-8-1, Exterior(2R) 31-8-1 to 40-4-9, Interior(1) 40-4-9 to 41-10-12, Exterior(2E) 41-10-12 to 44-10-12 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) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T16 Truss Type Hip Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538813 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-FxMXE35VGOgNSQKLP90cvtIFk98r?AeL_SG5sGylY33 Scale = 1:79.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x6 5x10 MT18HS 3x6 5x10 MT18HS 4x8 3x8 MT18HS3x8 4x8 3x4 3x4 3x4 3x8 2x4 4x8 3x8 MT18HS 10-0-010-0-0 21-11-811-11-8 33-11-011-11-8 44-11-811-0-8 5-1-12 5-1-12 10-0-0 4-10-4 17-11-11 7-11-11 25-11-5 7-11-11 33-11-0 7-11-11 39-3-4 5-4-4 44-11-8 5-8-4 1-5-011-5-00-4-811-5-012.00 12 Plate Offsets (X,Y)-- [3:0-6-12,0-1-8], [7:0-6-12,0-1-8], [9:0-1-12,0-0-14], [9:0-2-2,0-1-0], [9:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.64 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.56 0.09 (loc) 9-10 9-10 9 l/defl >999 >958 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 215 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-14,8-10: 2x3 SPF No.2, 1-15,2-15: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-15 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10, 2-15 REACTIONS. (size)9=Mechanical, 15=0-3-8 Max Horz 15=-210(LC 8) Max Grav 9=1790(LC 1), 15=1790(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-329/80, 2-3=-1903/86, 3-4=-1282/106, 4-6=-1808/79, 6-7=-1381/104, 7-8=-2063/75, 8-9=-2274/28, 1-15=-305/71 BOT CHORD 14-15=-118/1281, 12-14=-73/1749, 10-12=-37/1783, 9-10=0/1549 WEBS 3-14=0/908, 4-14=-871/134, 4-12=0/289, 6-10=-772/144, 7-10=0/1006, 8-10=-292/187, 2-15=-1790/0 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 5-9-1, Exterior(2R) 5-9-1 to 14-2-15, Interior(1) 14-2-15 to 29-8-1, Exterior(2R) 29-8-1 to 38-1-15, Interior(1) 38-1-15 to 41-10-12, Exterior(2E) 41-10-12 to 44-10-12 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) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538814 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-j8vwSP671ioE4avYysXsS4rPbZPFkbMUC6?ePiylY32 Scale = 1:83.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 3x6 5x10 MT18HS 3x6 7x16 MT18HS 4x8 3x6 3x8 4x8 3x8 2x4 2x4 4x8 3x4 2x4 4x8 3x6 9-4-29-4-2 17-9-78-5-5 26-1-98-4-1 34-6-148-5-5 44-11-810-4-10 4-9-5 4-9-5 9-4-2 4-6-13 17-9-7 8-5-5 26-1-9 8-4-1 34-6-14 8-5-5 39-7-3 5-0-5 44-11-8 5-4-5 1-5-010-9-20-4-810-9-212.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-4], [7:1-0-12,0-1-8], [9:0-1-12,0-0-14], [9:0-4-6,0-2-2], [9:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.88 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.62 0.12 (loc) 9-10 9-10 9 l/defl >999 >863 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,8-10,2-16: 2x3 SPF No.2, 1-16: 2x4 SPF-S Stud WEDGE Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 4-12, 6-12, 2-16 REACTIONS. (size)9=Mechanical, 16=Mechanical Max Horz 16=-198(LC 8) Max Grav 9=1790(LC 1), 16=1790(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-315/65, 2-3=-1905/82, 3-4=-1292/102, 4-6=-1910/82, 6-7=-1911/81, 7-8=-2084/71, 8-9=-2282/27, 1-16=-292/58 BOT CHORD 15-16=-120/1267, 13-15=-72/1875, 12-13=-72/1875, 10-12=0/1393, 9-10=0/1560 WEBS 3-15=0/906, 4-15=-990/110, 4-13=0/325, 6-12=-535/146, 7-12=-121/890, 7-10=-8/488, 8-10=-277/173, 2-16=-1796/0 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 5-1-3, Exterior(2R) 5-1-3 to 13-7-1, Interior(1) 13-7-1 to 30-3-15, Exterior(2R) 30-3-15 to 38-9-13, Interior(1) 38-9-13 to 41-10-12, Exterior(2E) 41-10-12 to 44-10-12 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) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538815 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-BKTIfl7mo0w5ikUkWa35?IOaMzljT2edRmlBx8ylY31 Scale = 1:83.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 3x6 5x10 MT18HS 3x6 7x16 MT18HS 6x6 3x6 3x8 4x8 3x8 2x4 2x4 4x8 3x4 2x4 4x8 3x6 9-4-29-4-2 17-9-78-5-5 26-1-98-4-1 34-6-148-5-5 44-11-810-4-10 4-9-5 4-9-5 9-4-2 4-6-13 17-9-7 8-5-5 26-1-9 8-4-1 34-6-14 8-5-5 39-7-3 5-0-5 44-11-8 5-4-5 1-5-010-9-20-4-810-9-212.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-1-4], [7:1-0-12,0-1-8], [9:0-2-0,0-0-0], [9:0-4-13,0-0-0], [9:0-2-3,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.87 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.60 0.11 (loc) 9-10 9-10 9 l/defl >999 >891 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,8-10,2-16: 2x3 SPF No.2, 1-16: 2x4 SPF-S Stud WEDGE Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 4-12, 6-12, 2-16 REACTIONS. (size)9=0-3-8, 16=Mechanical Max Horz 16=-198(LC 6) Max Grav 9=1787(LC 1), 16=1787(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-315/65, 2-3=-1901/82, 3-4=-1289/102, 4-6=-1902/82, 6-7=-1903/82, 7-8=-2067/72, 8-9=-2263/27, 1-16=-291/58 BOT CHORD 15-16=-120/1264, 13-15=-72/1869, 12-13=-72/1869, 10-12=0/1382, 9-10=0/1535 WEBS 3-15=0/903, 4-15=-986/110, 4-13=0/324, 6-12=-535/146, 7-12=-121/894, 7-10=-9/476, 8-10=-262/174, 2-16=-1792/0 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 5-1-3, Exterior(2R) 5-1-3 to 13-7-1, Interior(1) 13-7-1 to 30-3-15, Exterior(2R) 30-3-15 to 38-9-13, Interior(1) 38-9-13 to 41-9-12, Exterior(2E) 41-9-12 to 44-9-12 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) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538816 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-fW1gs57OZJ2xJu3w4HaKXVwlCN3MCZxngQUlTaylY30 Scale = 1:92.9 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 285x8 5x6 5x6 5x12 8x14 MT18HS 3x8 12x18 MT18HS 3x6 3x4 3x8 MT18HS 5x6 6x6 4x8 2x4 3x8 2x4 4x8 3x4 2x4 4x6 3x4 3x4 5x12 3x6 1-8-01-8-0 5-8-04-0-0 9-1-83-5-8 15-1-86-0-0 16-7-01-5-8 24-11-88-4-8 33-4-08-4-8 44-11-811-7-8 1-8-0 1-8-0 5-8-0 4-0-0 9-1-8 3-5-8 15-1-8 6-0-0 16-7-0 1-5-8 24-11-8 8-4-8 33-4-0 8-4-8 38-11-12 5-7-12 44-11-8 5-11-12 5-5-07-1-010-6-812-0-00-4-812-0-012.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-4], [2:0-6-4,0-1-12], [4:0-4-4,0-1-12], [6:0-10-12,0-1-8], [9:1-4-4,0-1-12], [13:0-6-15,0-0-0], [13:0-2-8,0-0-0], [13:0-2-3,0-2-4], [18:0-3-0,0-1-8], [21:0-2-8,0-3-0], [22:0-2-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.97 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.74 0.10 (loc) 13-14 13-14 13 l/defl >999 >720 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 266 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-20,5-17,6-17,6-16,7-16,9-16,9-14: 2x4 SPF No.2 1-23: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 3-11-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-3, 4-5, 6-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 1-4-12 oc bracing: 13-14. WEBS 1 Row at midpt 2-22, 3-21, 5-20, 5-19, 5-17, 7-16, 11-14, 1-23 REACTIONS. (size)23=Mechanical, 13=0-3-8 Max Horz 23=-257(LC 6) Max Grav 23=1787(LC 1), 13=1787(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-619/98, 2-3=-1258/79, 3-4=-1849/127, 4-5=-1279/127, 5-6=-2231/169, 6-7=-1730/138, 7-9=-1731/138, 9-11=-2012/116, 11-13=-2233/66, 1-23=-1762/28 BOT CHORD 21-22=-121/441, 20-21=-54/1281, 19-20=-2/1741, 17-19=-2/1741, 16-17=-3/1612, 14-16=0/1333, 13-14=0/1519 WEBS 2-22=-1253/46, 2-21=-8/1727, 3-21=-1439/48, 4-20=-10/943, 5-20=-928/54, 5-17=-919/138, 6-17=-55/1077, 6-16=-77/352, 7-16=-570/160, 9-16=-102/760, 9-14=-15/509, 11-14=-308/192, 1-22=0/1364 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 1-8-0, Exterior(2R) 1-8-0 to 4-8-0, Interior(1) 4-8-0 to 6-1-8, Exterior(2R) 6-1-8 to 12-1-8, Interior(1) 12-1-8 to 15-1-8, Exterior(2R) 15-1-8 to 19-7-0, Interior(1) 19-7-0 to 30-4-0, Exterior(2R) 30-4-0 to 36-4-0, Interior(1) 36-4-0 to 41-9-12, Exterior(2E) 41-9-12 to 44-9-12 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 6 = 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538817 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-8jb24R80KdAox2e7e_5Z4jTw4mPYx_Bwu4EI?1ylY3? Scale = 1:83.5 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 1716 15 14 13 21 22 23 24 6x6 5x6 6x6 6x18 MT18HS 3x8 12x18 MT18HS 3x6 3x4 6x16 6x8 4x6 4x6 2x4 4x8 3x4 2x4 3x4 3x4 5x12 3x6 3-1-83-1-8 13-1-810-0-0 16-7-03-5-8 24-11-88-4-8 33-4-08-4-8 44-11-811-7-8 3-1-8 3-1-8 8-1-8 5-0-0 13-1-8 5-0-0 16-7-0 3-5-8 24-11-8 8-4-8 33-4-0 8-4-8 38-11-12 5-7-12 44-11-8 5-11-12 5-5-08-6-812-0-00-4-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-1-12], [5:1-2-12,0-1-8], [8:1-4-4,0-1-12], [12:0-2-3,0-2-4], [12:0-6-15,0-0-0], [12:0-2-8,0-0-0], [17:0-6-0,0-3-0], [17:0-0-0,0-1-12], [18:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.97 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.75 0.10 (loc) 12-13 12-13 12 l/defl >999 >719 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 244 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,4-18,4-16,10-13,1-19: 2x3 SPF No.2, 1-20: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 3-11-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-4, 5-8. BOT CHORD Structural wood sheathing directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 3-19, 4-18, 4-16, 6-15, 10-13, 1-20 REACTIONS. (size)20=Mechanical, 12=0-3-8 Max Horz 20=-258(LC 6) Max Grav 20=1787(LC 1), 12=1787(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-963/81, 2-3=-646/79, 3-4=-2007/75, 4-5=-2305/134, 5-6=-1731/131, 6-8=-1732/131, 8-10=-2012/110, 10-12=-2232/61, 1-20=-1798/0 BOT CHORD 18-19=-42/1426, 16-18=0/2017, 15-16=-4/1607, 13-15=0/1332, 12-13=0/1519 WEBS 2-19=-4/422, 3-19=-1530/62, 3-18=0/1138, 4-18=-833/56, 4-16=-1054/79, 5-16=-12/1067, 5-15=-82/364, 6-15=-575/160, 8-15=-101/762, 8-13=-16/507, 10-13=-309/192, 1-19=0/1250 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 3-1-8, Exterior(2R) 3-1-8 to 6-1-8, Interior(1) 6-1-8 to 13-7-0, Exterior(2R) 13-7-0 to 19-7-0, Interior(1) 19-7-0 to 30-4-0, Exterior(2R) 30-4-0 to 36-4-0, Interior(1) 36-4-0 to 41-9-12, Exterior(2E) 41-9-12 to 44-9-12 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) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T21 Truss Type Half Hip Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538818 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-cv9QHn9e5xIfZCCJBicocw0I0AydgdW47kzsYTylY3_ Scale: 1/2"=1' 1 2 3 7 6 8 4 5 4x6 3x4 3x4 3x6 2-9-82-9-8 3-7-80-10-0 -1-0-0 1-0-0 2-9-8 2-9-8 3-7-8 0-10-0 1-5-04-2-83-11-04-2-812.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.15 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.02 (loc) 6-7 6-7 4 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 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 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=91(LC 10) Max Uplift 4=-6(LC 6), 5=-54(LC 10) Max Grav 4=23(LC 1), 7=217(LC 1), 5=112(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-53/250 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 2-9-8, Exterior(2E) 2-9-8 to 3-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T22 Truss Type Common Qty 5 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538819 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-45jpV6AGsEQWALnVlP7198YN4a9UPurDMOjP3vylY2z Scale = 1:67.4 1 2 3 4 5 67 11 10 9 8 12 13 14 15 4x6 3x8 3x8 3x4 3x4 3x6 4x8 4x8 3x6 9-11-89-11-8 19-11-09-11-8 -1-0-0 1-0-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 20-11-0 1-0-0 1-5-011-4-81-5-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.75 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 8-9 8-9 8 l/defl >999 >634 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=228(LC 9) Max Grav 11=854(LC 1), 8=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/124, 3-4=-636/119, 4-5=-636/119, 5-6=-296/124, 2-11=-348/121, 6-8=-348/121 BOT CHORD 9-11=-45/535, 8-9=0/470 WEBS 4-9=-79/507, 3-11=-555/0, 5-8=-555/0 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T23 Truss Type Common Qty 4 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538820 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-YHHBiSBudYYNoVMiJ7eGiL5Yq_Uj8KaNb2SybMylY2y Scale = 1:67.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 3x6 3x8 3x8 3x4 3x4 3x6 4x8 4x8 9-11-89-11-8 19-11-09-11-8 -1-0-0 1-0-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 1-5-011-4-81-5-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.75 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 7-8 8-10 7 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-8: 2x4 SPF No.2, 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=221(LC 9) Max Grav 10=856(LC 1), 7=783(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/124, 3-4=-639/118, 4-5=-641/119, 5-6=-271/84, 2-10=-348/121, 6-7=-261/74 BOT CHORD 8-10=-53/526, 7-8=0/477 WEBS 4-8=-79/509, 3-10=-558/0, 5-7=-577/11 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-9-4, Exterior(2E) 16-9-4 to 19-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T24 Truss Type Common Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538821 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-0UrZwoBWOsgEQfxutqAVEYegYOretr_WpiCW7oylY2x Scale = 1:67.4 1 2 3 4 5 9 8 7 6 10 11 12 13 4x6 5x8 3x8 3x4 3x6 4x8 3x6 3x8 9-11-89-11-8 17-0-07-0-8 17-3-80-3-8 -1-0-0 1-0-0 5-1-8 5-1-8 9-11-8 4-10-0 17-0-0 7-0-8 17-3-8 0-3-8 1-5-011-4-80-3-812.00 12 Plate Offsets (X,Y)-- [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.64 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.45 0.01 (loc) 7-9 7-9 6 l/defl >888 >442 n/a L/d 240 180 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 WEBS 2x3 SPF No.2 *Except* 4-7: 2x4 SPF No.2, 2-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=248(LC 7) Max Uplift 6=-11(LC 10) Max Grav 9=739(LC 1), 6=666(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/130, 3-4=-484/130, 4-5=-526/105, 2-9=-354/129, 5-6=-616/40 BOT CHORD 7-9=-95/435 WEBS 4-7=-47/314, 3-9=-401/15, 5-7=-18/315 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 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 13-10-4, Exterior(2E) 13-10-4 to 16-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T25 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538822 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-UgOx78C999o51pW4QYhknmAnkn6kcDWf2Mx3gEylY2w Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 6x6 5x6 6x6 6x18 MT18HS 3x8 12x18 MT18HS 3x6 4x6 3x6 6x8 5x6 5x6 3x8 2x4 4x8 3x4 2x4 3x4 3x4 5x12 3x6 1-1-81-1-8 11-1-810-0-0 16-7-05-5-8 24-11-88-4-8 33-4-08-4-8 44-11-811-7-8 1-1-8 1-1-8 6-1-8 5-0-0 11-1-8 5-0-0 16-7-0 5-5-8 24-11-8 8-4-8 33-4-0 8-4-8 38-11-12 5-7-12 44-11-8 5-11-12 5-5-06-6-812-0-00-4-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-1-12], [5:1-2-12,0-1-8], [8:1-4-4,0-1-12], [12:0-2-3,0-2-4], [12:0-6-15,0-0-0], [12:0-2-8,0-0-0], [16:0-3-8,0-1-8], [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-SH 0.95 0.97 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.75 0.11 (loc) 12-13 12-13 12 l/defl >999 >712 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 233 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,4-18,4-16,10-13,1-19: 2x3 SPF No.2 3-19,3-18,1-20: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 3-11-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-4, 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 1-4-12 oc bracing: 12-13. WEBS 1 Row at midpt 3-19, 4-16, 6-15, 10-13, 1-20 REACTIONS. (size)20=Mechanical, 12=0-3-8 Max Horz 20=-258(LC 6) Max Grav 20=1787(LC 1), 12=1787(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-474/74, 2-3=-330/54, 3-4=-2389/49, 4-5=-2362/111, 5-6=-1730/130, 6-8=-1732/130, 8-10=-2012/109, 10-12=-2232/60, 1-20=-1862/0 BOT CHORD 18-19=-53/1486, 16-18=0/2405, 15-16=-4/1609, 13-15=0/1332, 12-13=0/1519 WEBS 3-19=-1877/27, 3-18=0/1463, 4-18=-992/66, 4-16=-1209/74, 5-16=0/1027, 5-15=-103/364, 6-15=-574/160, 8-15=-101/761, 8-13=-16/508, 10-13=-309/192, 1-19=0/1550 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 1-1-8, Exterior(2R) 1-1-8 to 4-1-8, Interior(1) 4-1-8 to 13-7-0, Exterior(2R) 13-7-0 to 19-7-0, Interior(1) 19-7-0 to 30-4-0, Exterior(2R) 30-4-0 to 36-4-0, Interior(1) 36-4-0 to 41-9-12, Exterior(2E) 41-9-12 to 44-9-12 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 5 = 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) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T26 Truss Type Piggyback Base Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538823 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-ysyJKUDnwTwyfz5G_FCzJzjzKBU7LgzpH0hdCgylY2v Scale = 1:87.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 5x10 MT18HS 3x4 5x8 5x10 MT18HS 3x8 5x10 MT18HS 3x6 3x8 MT18HS 5x8 5x6 4x10 2x4 3x8 3x8 4x8 5x10 MT18HS3x6 9-1-89-1-8 16-7-07-5-8 24-11-88-4-8 33-4-08-4-8 43-11-010-7-0 4-8-0 4-8-0 9-1-8 4-5-8 16-7-0 7-5-8 24-11-8 8-4-8 33-4-0 8-4-8 38-6-4 5-2-4 43-11-0 5-4-12 4-6-812-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12], [7:0-6-8,0-1-4], [8:0-2-6,0-2-2], [10:Edge,0-2-4], [16:0-2-8,0-2-8] 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-SH 0.89 0.90 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.67 0.13 (loc) 10-11 10-11 10 l/defl >999 >777 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 225 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-17,2-17,2-16,3-16,8-11: 2x3 SPF No.2, 9-10,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-3, 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 2-17, 3-14, 5-14, 5-11, 8-11, 8-10 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=-249(LC 6) Max Grav 17=1747(LC 1), 10=1747(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2988/18, 3-4=-2341/88, 4-5=-1563/132, 5-7=-1225/129, 7-8=-1832/116, 8-9=-358/70, 9-10=-329/65 BOT CHORD 16-17=-68/1677, 14-16=0/3015, 13-14=-12/1642, 11-13=-12/1642, 10-11=0/1247 WEBS 2-17=-2269/0, 2-16=0/1831, 3-16=-1103/84, 3-14=-1676/73, 4-14=0/1085, 5-14=-304/125, 5-13=0/308, 5-11=-795/93, 7-11=0/841, 8-10=-1697/0 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) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 13-7-0, Exterior(2R) 13-7-0 to 19-7-0, Interior(1) 19-7-0 to 30-4-0, Exterior(2R) 30-4-0 to 36-4-0, Interior(1) 36-4-0 to 40-9-4, Exterior(2E) 40-9-4 to 43-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 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) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T27 Truss Type Common Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538824 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-ysyJKUDnwTwyfz5G_FCzJzj5ABfsLtwpH0hdCgylY2v Scale = 1:39.0 1 2 3 6 5 4 7 8 3x6 4x6 3x6 3x4 3x4 3x8 4-5-124-5-12 8-11-84-5-12 4-5-12 4-5-12 8-11-8 4-5-12 1-5-05-10-121-5-012.00 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 -0.01 -0.02 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=109(LC 7) Max Grav 6=347(LC 1), 4=347(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-276/73, 2-3=-276/73, 1-6=-313/77, 3-4=-313/77 NOTES-(5-6) 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 5-9-12, Exterior(2E) 5-9-12 to 8-9-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss T28 Truss Type Common Qty 3 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538825 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-Q3WiYqEPgn2pH7gTYzjCsBGGyb0O4KFyVgQAk7ylY2u Scale = 1:39.0 1 2 3 6 5 4 7 8 3x6 4x6 3x6 3x4 3x4 3x8 3-9-123-9-12 8-3-84-5-12 3-9-12 3-9-12 8-3-8 4-5-12 2-1-05-10-121-5-012.00 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 0.13 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 4 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* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical Max Horz 6=-116(LC 6) Max Uplift 6=-2(LC 11) Max Grav 6=320(LC 1), 4=320(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-294/78, 3-4=-285/74 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 5-1-12, Exterior(2E) 5-1-12 to 8-1-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538826 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-NReSzWFfCOIXWQqrfNlgxcLZYPWxY2GFzzvHp?ylY2s Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 12x18 MT18HS 3x6 12x18 MT18HS 3x8 MT18HS 5x8 6x16 4x8 4x6 3x6 4x6 4x8 6x8 3x8 MT18HS 6x8 6x16 5x8 4-0-04-0-0 13-3-119-3-11 22-7-59-3-11 31-11-09-3-11 35-11-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 10-11-12 6-11-12 17-11-8 6-11-12 24-11-4 6-11-12 31-11-0 6-11-12 35-11-0 4-0-0 36-11-0 1-0-0 1-5-05-5-01-5-05-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:1-4-4,0-1-12], [8:1-4-4,0-1-12], [9:0-3-8,Edge], [11:0-4-4,0-1-8], [18:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.82 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.35 0.09 (loc) 13-16 13-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-17,7-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-9 max.): 3-8. BOT CHORD Structural wood sheathing directly applied or 5-10-15 oc bracing. WEBS 1 Row at midpt 4-17, 7-12 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-120(LC 6) Max Uplift 18=-791(LC 5), 11=-797(LC 4) Max Grav 18=2092(LC 1), 11=2097(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2123/872, 3-4=-1475/652, 4-5=-3320/1428, 5-7=-3321/1429, 7-8=-1478/657, 8-9=-2128/879, 2-18=-2013/758, 9-11=-2018/764 BOT CHORD 16-17=-1366/3065, 13-16=-1577/3575, 12-13=-1342/3066 WEBS 3-17=-417/1070, 4-17=-1991/908, 4-16=-197/716, 5-16=-383/227, 5-13=-383/226, 7-13=-196/715, 7-12=-1988/903, 8-12=-415/1069, 2-17=-617/1456, 9-12=-625/1462 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=791, 11=797. 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. Continued on page 2 August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538826 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:27 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-NReSzWFfCOIXWQqrfNlgxcLZYPWxY2GFzzvHp?ylY2s NOTES-(11-12) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 93 lb up at 4-0-0, 92 lb down and 91 lb up at 6-0-12, 92 lb down and 91 lb up at 8-0-12, 92 lb down and 91 lb up at 10-0-12, 92 lb down and 91 lb up at 12-0-12, 92 lb down and 91 lb up at 14-0-12, 92 lb down and 91 lb up at 16-0-12, 92 lb down and 91 lb up at 18-0-12, 92 lb down and 91 lb up at 20-0-12, 92 lb down and 91 lb up at 22-0-12, 92 lb down and 91 lb up at 24-0-12, 92 lb down and 91 lb up at 26-0-12, 92 lb down and 91 lb up at 28-0-12, and 92 lb down and 91 lb up at 30-0-12, and 86 lb down and 93 lb up at 31-11-0 on top chord, and 130 lb down and 110 lb up at 2-0-12, 44 lb down and 35 lb up at 4-0-12, 44 lb down and 35 lb up at 6-0-12, 44 lb down and 35 lb up at 8-0-12, 44 lb down and 35 lb up at 10-0-12, 44 lb down and 35 lb up at 12-0-12, 44 lb down and 35 lb up at 14-0-12, 44 lb down and 35 lb up at 16-0-12, 44 lb down and 35 lb up at 18-0-12, 44 lb down and 35 lb up at 20-0-12, 44 lb down and 35 lb up at 22-0-12, 44 lb down and 35 lb up at 24-0-12, 44 lb down and 35 lb up at 26-0-12, 44 lb down and 35 lb up at 28-0-12, 44 lb down and 35 lb up at 30-0-12, and 44 lb down and 35 lb up at 31-10-4, and 130 lb down and 110 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 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, 8-9=-60, 9-10=-60, 11-18=-20 Concentrated Loads (lb) Vert: 3=-45(B) 6=-45(B) 8=-45(B) 15=-19(B) 17=-19(B) 5=-45(B) 12=-19(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=-118(B) 31=-19(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=-19(B) 42=-118(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 5_ESTATES_AT_TOWNE_M~W Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538827 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-JqmCOBHvk?YFlkzEnoo801QqbCHZ0vjYQHOOtuylY2q Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5x8 4x8 6x6 4x10 6x16 5x10 MT18HS5x12 5x12 4x6 4x6 4x6 5x8 6x8 4x10 5x10 MT18HS 4-0-04-0-0 15-11-1111-11-11 27-11-511-11-11 39-11-011-11-11 44-11-85-0-8 -1-0-0 1-0-0 4-0-0 4-0-0 12-11-12 8-11-12 21-11-8 8-11-12 30-11-4 8-11-12 39-11-0 8-11-12 44-11-8 5-0-8 1-5-05-5-00-4-85-5-012.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [9:0-3-0,0-2-12], [10:0-3-14,0-2-5], [11:0-3-8,0-3-0], [16:0-3-8,0-2-8], [17:0-0-0,0-1-12], [17:1-2-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.49 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 -0.64 0.14 (loc) 13-14 13-14 10 l/defl >999 >836 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 247 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3,9-10: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-16,7-11: 2x4 SPF 2100F 1.8E, 2-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-13 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 6-7-15 oc bracing. WEBS 1 Row at midpt 4-16, 7-11 REACTIONS. (size)10=Mechanical, 17=0-3-8 (req. 0-4-0) Max Horz 17=-106(LC 6) Max Uplift 10=-918(LC 4), 17=-996(LC 5) Max Grav 10=2429(LC 1), 17=2547(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2687/1104, 3-4=-1895/826, 4-6=-5189/2210, 6-7=-5335/2268, 7-9=-2331/978, 9-10=-3319/1313, 2-17=-2523/975 BOT CHORD 14-16=-2082/4724, 13-14=-2479/5688, 11-13=-2129/4943, 10-11=-897/2279 WEBS 3-16=-538/1412, 4-16=-3254/1464, 4-14=-286/1032, 6-14=-652/358, 6-13=-469/292, 7-13=-240/921, 7-11=-3026/1390, 9-11=-679/1795, 2-16=-793/1907 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=918, 17=996. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538827 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:29 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-JqmCOBHvk?YFlkzEnoo801QqbCHZ0vjYQHOOtuylY2q NOTES-(13-14) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 37 lb up at 2-0-12, 86 lb down and 93 lb up at 4-0-0, 92 lb down and 91 lb up at 6-0-12, 92 lb down and 91 lb up at 8-0-12, 92 lb down and 91 lb up at 10-0-12, 92 lb down and 91 lb up at 12-0-12, 92 lb down and 91 lb up at 14-0-12, 92 lb down and 91 lb up at 16-0-12, 92 lb down and 91 lb up at 18-0-12, 92 lb down and 91 lb up at 20-0-12, 92 lb down and 91 lb up at 22-0-12, 92 lb down and 91 lb up at 24-0-12, 92 lb down and 91 lb up at 26-0-12, 92 lb down and 91 lb up at 28-0-12, 92 lb down and 91 lb up at 30-0-12, 92 lb down and 91 lb up at 32-0-12, 92 lb down and 91 lb up at 34-0-12, 92 lb down and 91 lb up at 36-0-12, and 92 lb down and 91 lb up at 38-0-12, and 87 lb down and 96 lb up at 39-11-0 on top chord, and 99 lb down and 87 lb up at 2-0-12, 44 lb down and 35 lb up at 4-0-12, 44 lb down and 35 lb up at 6-0-12, 44 lb down and 35 lb up at 8-0-12, 44 lb down and 35 lb up at 10-0-12, 44 lb down and 35 lb up at 12-0-12, 44 lb down and 35 lb up at 14-0-12, 44 lb down and 35 lb up at 16-0-12, 44 lb down and 35 lb up at 18-0-12, 44 lb down and 35 lb up at 20-0-12, 44 lb down and 35 lb up at 22-0-12, 44 lb down and 35 lb up at 24-0-12, 44 lb down and 35 lb up at 26-0-12, 44 lb down and 35 lb up at 28-0-12, 44 lb down and 35 lb up at 30-0-12, 44 lb down and 35 lb up at 32-0-12, 44 lb down and 35 lb up at 34-0-12, 44 lb down and 35 lb up at 36-0-12, 44 lb down and 35 lb up at 38-0-12, 44 lb down and 35 lb up at 40-0-12, and 44 lb down and 35 lb up at 42-0-12, and 45 lb down and 33 lb up at 44-0-12 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: 1-2=-60, 2-3=-60, 3-9=-60, 9-10=-60, 10-17=-20 Concentrated Loads (lb) Vert: 3=-45(F) 5=-45(F) 9=-45(F) 15=-19(F) 16=-19(F) 14=-19(F) 6=-45(F) 13=-19(F) 11=-19(F) 8=-45(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=-63(F) 34=-19(F) 35=-19(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=-21(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 5_ESTATES_AT_TOWNE_M~W Truss TG03 Truss Type Hip Girder Qty 1 Ply 3 5 Estates at Towne Meadow Job Reference (optional) I42538828 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-FDtzptIAGdpy?27duDqc6SVA80wDUqKrubtUymylY2o Scale = 1:30.1 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 6x6 6x6 6x8 3x4 3x4 10x10 6x8 8x16 3-7-83-7-8 11-3-87-8-0 14-11-03-7-8 -1-0-0 1-0-0 3-7-8 3-7-8 11-3-8 7-8-0 14-11-0 3-7-8 1-5-05-0-81-5-05-0-812.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-2-12,0-1-12], [4:0-2-8,Edge], [5:0-3-8,Edge], [7:0-8-0,0-4-12], [8:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.67 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.01 (loc) 7-8 7-8 6 l/defl >999 >723 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8 (req. 0-3-12), 6=0-3-8 (req. 0-3-9) Max Horz 9=106(LC 5) Max Grav 9=7145(LC 1), 6=6774(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6910/0, 3-4=-5023/0, 4-5=-6979/0, 2-9=-6466/0, 5-6=-6461/0 BOT CHORD 7-8=0/4966 WEBS 3-8=0/4405, 4-7=0/4513, 2-8=0/4896, 5-7=0/4962 NOTES-(11-12) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) WARNING: Required bearing size at joint(s) 9, 6 greater than input bearing size. 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) 30 lb down and 31 lb up at 2-0-12, 81 lb down and 80 lb up at 4-0-12, 84 lb down and 80 lb up at 6-0-12, 84 lb down and 80 lb up at 8-0-12, and 84 lb down and 80 lb up at 10-0-12, and 11 lb down and 17 lb up at 12-0-12 on top chord, and 1683 lb down and 114 lb up at 1-2-4, 117 lb down and 110 lb up at 2-0-12, 1727 lb down at 3-2-4, 41 lb down and 38 lb up at 4-0-12, 1767 lb down at 5-2-4, 41 lb down and 38 lb up at 6-0-12, 1767 lb down at 7-2-4, 41 lb down and 38 lb up at 8-0-12, 1767 lb down at 9-2-4, 41 lb down and 38 lb up at 10-0-12, 1767 lb down at 11-2-4, 83 lb down and 74 lb up at 12-0-12, and 124 lb down and 118 lb up at 12-10-4, and 1770 lb down at 13-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss TG03 Truss Type Hip Girder Qty 1 Ply 3 5 Estates at Towne Meadow Job Reference (optional) I42538828 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:31 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-FDtzptIAGdpy?27duDqc6SVA80wDUqKrubtUymylY2o 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, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=-15(F) 7=-1767(B) 11=-33(F) 12=-33(F) 13=-33(F) 14=-33(F) 16=-1683(B) 17=-57(F) 18=-1727(B) 19=-1767(B) 20=-15(F) 21=-1767(B) 22=-15(F) 23=-1767(B) 24=-15(F) 25=-82(F) 26=-102(F) 27=-1770(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 5_ESTATES_AT_TOWNE_M~W Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538829 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-jPRL0DJo1wxpcBipSxLref2WpQQhDV2_6Fd2UDylY2n Scale = 1:20.1 1 2 3 4 7 6 5 3x6 4x6 3x4 3x4 4x8 3x6 2-0-02-0-0 3-7-81-7-8 -1-0-0 1-0-0 2-0-0 2-0-0 3-7-8 1-7-8 1-5-03-5-03-1-83-5-012.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 7=0-3-8 Max Horz 7=96(LC 5) Max Uplift 4=-12(LC 5), 5=-87(LC 9), 7=-42(LC 8) Max Grav 4=44(LC 1), 5=128(LC 31), 7=228(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 66 lb up at 2-0-0 on top chord, and 55 lb down and 77 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538830 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-Bb?jDZKQoE3gELH?0es4BtbhZpmwyyI8LvMb0fylY2m Scale = 1:20.1 1 2 3 4 7 6 5 3x4 4x6 3x4 3x4 4x8 3x6 2-0-02-0-0 3-7-81-7-8 -1-0-0 1-0-0 2-0-0 2-0-0 3-7-8 1-7-8 1-5-03-5-012.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=96(LC 5) Max Uplift 5=-98(LC 5), 7=-42(LC 8) Max Grav 5=154(LC 31), 7=228(LC 32) 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) 101 lb down and 66 lb up at 2-0-0 on top chord, and 55 lb down and 77 lb up at 2-0-0 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 August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss TG06 Truss Type Common Girder Qty 1 Ply 3 5 Estates at Towne Meadow Job Reference (optional) I42538831 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-goZ5RvL2ZYBXsVsBaMNJj47iSDxNhIHHaZ68Z5ylY2l Scale = 1:52.3 1 2 3 4 5 8 7 6910111213 4x6 5x10 MT18HS 5x10 MT18HS8x8 5x8 5x8 6-11-86-11-8 13-11-06-11-8 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1-5-08-4-81-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge], [6:Edge,0-3-8], [7:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.65 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.18 0.00 (loc) 6-7 7-8 6 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 246 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* 2-7,4-7: 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)8=0-3-8, 6=0-3-8 Max Horz 8=-172(LC 6) Max Grav 8=5939(LC 1), 6=4776(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4787/0, 3-4=-4786/0, 2-8=-3918/0, 4-6=-3980/0 BOT CHORD 7-8=0/1181, 6-7=-386/799 WEBS 3-7=0/6187, 2-7=-125/2217, 4-7=0/2604 NOTES-(9-10) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) 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) 1770 lb down at 1-10-4, 1770 lb down at 3-10-4, 1769 lb down at 5-10-4, and 1769 lb down at 7-10-4, and 2409 lb down and 938 lb up at 9-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss TG06 Truss Type Common Girder Qty 1 Ply 3 5 Estates at Towne Meadow Job Reference (optional) I42538831 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:34 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-goZ5RvL2ZYBXsVsBaMNJj47iSDxNhIHHaZ68Z5ylY2l LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 9=-1770(F) 10=-1770(F) 11=-1769(F) 12=-1769(F) 13=-2409(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 5_ESTATES_AT_TOWNE_M~W Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538832 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-8_7UeFLgKrJOTfRO73uYGIg13dQkQsuQpDri5YylY2k Scale = 1:20.1 1 2 3 7 6 4 5 4x6 3x4 3x4 3x6 2-0-02-0-0 4-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 4-0-0 2-0-0 1-5-03-5-03-1-83-5-012.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.13 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-3-8, 5=Mechanical Max Horz 7=70(LC 8) Max Uplift 4=-15(LC 4), 7=-33(LC 8), 5=-67(LC 8) Max Grav 4=58(LC 1), 7=234(LC 35), 5=119(LC 35) 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) 4, 7, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 66 lb up at 2-0-0 on top chord, and 55 lb down and 77 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss TG08 Truss Type Half Hip Girder Qty 2 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538833 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-8_7UeFLgKrJOTfRO73uYGIg13dRPQsmQpDri5YylY2k Scale = 1:20.1 1 2 3 4 7 6 5 3x4 4x6 3x4 3x4 4x8 3x6 2-0-02-0-0 4-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 4-0-0 2-0-0 1-5-03-5-012.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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=96(LC 5) Max Uplift 5=-90(LC 5), 7=-48(LC 8) Max Grav 5=158(LC 31), 7=240(LC 32) 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) 101 lb down and 66 lb up at 2-0-0 on top chord, and 55 lb down and 77 lb up at 2-0-0 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 August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss TG09 Truss Type Piggyback Base Girder Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538834 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-YZocHGOZdmhzK69zpBSFuwIMMqIRd_etVB4MitylY2h Scale = 1:82.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 3x8 MT18HS 5x12 7x16 MT18HS 5x8 3x8 10x16 MT18HS 3x6 4x8 8x16 8x8 4x8 2x4 3x8 4x8 4x8 5x10 MT18HS 3x8 4x8 7-1-87-1-8 16-7-09-5-8 24-11-88-4-8 33-4-08-4-8 43-11-010-7-0 7-1-8 7-1-8 11-10-4 4-8-12 16-7-0 4-8-12 24-11-8 8-4-8 33-4-0 8-4-8 38-5-12 5-1-12 43-11-0 5-5-4 44-11-0 1-0-0 2-6-812-0-01-5-012-0-012.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [7:1-2-4,0-1-12], [8:0-3-6,0-2-1], [18:0-8-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.77 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.80 0.06 (loc) 16-18 16-18 12 l/defl >999 >653 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 264 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x6 SPF No.2, 2-4: 2x4 SP 2400F 2.0E, 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-19,3-16,8-13,10-12,8-12: 2x4 SPF-S Stud 1-18: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-1 max.): 1-2, 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-16, 5-13, 8-13, 8-12 REACTIONS. (size)19=Mechanical, 12=0-3-8 Max Horz 19=-239(LC 4) Max Uplift 19=-94(LC 8) Max Grav 19=1703(LC 1), 12=1812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1576/64, 1-2=-4753/0, 2-3=-6311/82, 3-4=-2314/45, 4-5=-1571/77, 5-7=-1225/66, 7-8=-1831/25, 8-10=-455/127, 10-12=-473/122 BOT CHORD 18-19=-203/269, 16-18=-57/2178, 15-16=-20/1642, 13-15=-20/1642, 12-13=0/1254 WEBS 1-18=0/4824, 2-18=-4688/145, 3-18=-110/4058, 3-16=-1052/192, 4-16=0/1210, 5-16=-288/149, 5-15=0/271, 5-13=-789/108, 7-13=0/845, 8-12=-1599/0 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) 19. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 66 lb up at 2-0-12, and 34 lb down and 66 lb up at 4-0-12 on top chord, and 24 lb down and 53 lb up at 2-0-12, and 24 lb down and 53 lb up at 4-0-12 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 August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss TG09 Truss Type Piggyback Base Girder Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538834 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:38 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-YZocHGOZdmhzK69zpBSFuwIMMqIRd_etVB4MitylY2h LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-7=-60, 7-10=-60, 10-11=-60, 12-19=-20 Concentrated Loads (lb) Vert: 20=22(B) 21=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 5_ESTATES_AT_TOWNE_M~W Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538835 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-0lM_UcOBN4pqyGk9MvzUQ8rZ2Ed4MgQ0jrpvEJylY2g Scale = 1:17.3 1 2 3 4 5 3x4 3x4 3x4 3x8 6-5-06-5-0 6-5-0 6-5-0 2-6-150-8-83.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3] 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 0.73 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.00 (loc) 2-3 2-3 2 l/defl >945 >439 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 8-11-13 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8 Max Horz 3=-65(LC 4) Max Grav 3=839(LC 1), 2=559(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) 308 lb down at 0-1-12, and 300 lb down at 2-4-4, and 300 lb down at 4-4-4 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, 2-3=-20 Concentrated Loads (lb) Vert: 3=-308(B) 4=-300(B) 5=-300(B) August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss V01 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538836 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-UxwNhyPp8OxhaQJLwcUjzLNqze6?551AyVZTmlylY2f Scale = 1:40.1 1 2 3 4 5 10 9 8 7 6 11 12 3x4 3x4 5x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 9-11-09-11-0 4-11-8 4-11-8 9-11-0 4-11-8 0-9-145-9-60-9-1412.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.18 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-11-0. (lb) - Max Horz 10=-105(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 10=-163(LC 17), 6=-154(LC 18), 9=-185(LC 10), 7=-183(LC 11) Max Grav All reactions 250 lb or less at joint(s) 10, 6 except 8=305(LC 1), 9=383(LC 17), 7=379(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-300/254, 4-7=-298/254 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 3-1-4, Exterior(2R) 3-1-4 to 6-9-12, Exterior(2E) 6-9-12 to 9-9-12 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) 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 163 lb uplift at joint 10, 154 lb uplift at joint 6, 185 lb uplift at joint 9 and 183 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss V02 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538837 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-UxwNhyPp8OxhaQJLwcUjzLNpfe5m57xAyVZTmlylY2f Scale = 1:26.0 1 2 3 4 5 6 3x4 3x4 3x4 2x4 7-6-127-6-12 3-9-6 3-9-6 7-6-12 3-9-6 0-0-43-9-60-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,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 0.42 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-6-12, 3=7-6-12, 4=7-6-12 Max Horz 1=63(LC 7) Max Uplift 1=-18(LC 11), 3=-18(LC 11) Max Grav 1=169(LC 1), 3=169(LC 1), 4=227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 4-3-12, Exterior(2E) 4-3-12 to 7-3-12 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) 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 18 lb uplift at joint 1 and 18 lb uplift at joint 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss V03 Truss Type Valley Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538838 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-y8UlvIQRvh3YBauYUK?yVZw3o2UVqalJB9I0IBylY2e Scale = 1:11.7 1 2 3 4 3x4 3x4 3x4 2x4 0-0-40-0-4 3-6-123-6-8 1-9-6 1-9-6 3-6-12 1-9-6 0-0-41-9-60-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,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 0.08 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-6-4, 3=3-6-4, 4=3-6-4 Max Horz 1=27(LC 7) Max Uplift 1=-8(LC 11), 3=-8(LC 11) Max Grav 1=73(LC 1), 3=73(LC 1), 4=99(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 8 lb uplift at joint 1 and 8 lb uplift at joint 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss V04 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538839 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-RK276eR3g?BOpkTk21WB2mTD_SqWZ_zSQp2areylY2d Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 3x4 3x4 3x4 3x4 3x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-8-618-8-6 11-10-2 11-10-2 18-8-6 6-10-4 0-0-411-10-24-11-1412.00 12 Plate Offsets (X,Y)-- [13:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.05 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-12: 2x3 SPF No.2, 1-3: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 *Except* 1-22: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 8-17: 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 8-17, 7-18, 9-16 REACTIONS.All bearings 18-8-6. (lb) - Max Horz 1=251(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 18, 19, 20, 21, 23, 16, 15, 14 except 1=-150(LC 8), 17=-135(LC 9) Max Grav All reactions 250 lb or less at joint(s) 13, 1, 18, 19, 20, 21, 23, 16, 15, 14 except 17=290(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-304/262, 2-4=-273/239, 4-5=-251/227, 7-8=-209/276, 8-9=-208/275 WEBS 8-17=-344/203 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-10-2, Exterior(2R) 8-10-2 to 14-10-2, Interior(1) 14-10-2 to 15-7-2, Exterior(2E) 15-7-2 to 18-7-2 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) 13, 18, 19, 20, 21, 23, 16, 15, 14 except (jt=lb) 1=150, 17=135. 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss V05 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538840 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-vWcVK_ShRJJFRu2wbk2Qb_?Mlr9jIQ1ceTn7N4ylY2c Scale = 1:61.9 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 3x4 3x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 16-8-616-8-6 9-10-2 9-10-2 16-8-6 6-10-4 0-0-49-10-22-11-1412.00 12 Plate Offsets (X,Y)-- [7:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.12 0.22 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: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.All bearings 16-8-6. (lb) - Max Horz 1=197(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 9 except 1=-146(LC 8), 10=-147(LC 10), 12=-103(LC 10), 8=-131(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=348(LC 17), 10=373(LC 17), 12=273(LC 17), 8=335(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/235 WEBS 4-9=-267/100, 3-10=-290/196, 5-8=-258/176 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-10-2, Exterior(2R) 6-10-2 to 12-10-2, Interior(1) 12-10-2 to 13-7-2, Exterior(2E) 13-7-2 to 16-7-2 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) 7, 9 except (jt=lb) 1=146, 10=147, 12=103, 8=131. 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss V06 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538841 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-vWcVK_ShRJJFRu2wbk2Qb_?Mlr99IPmceTn7N4ylY2c Scale = 1:49.8 1 2 3 4 5 9 8 7 6 10 11 12 3x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 14-8-614-8-6 7-10-2 7-10-2 14-8-6 6-10-4 0-0-47-10-20-11-1412.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.09 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x3 SPF No.2 BOT CHORD 2x4 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.All bearings 14-8-6. (lb) - Max Horz 1=142(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-149(LC 10), 7=-145(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=302(LC 20), 9=376(LC 17), 7=335(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-282/188, 4-7=-259/178 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-10-2, Exterior(2R) 4-10-2 to 10-10-2, Interior(1) 10-10-2 to 11-7-2, Exterior(2E) 11-7-2 to 14-7-2 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 except (jt=lb) 9=149, 7=145. 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss V07 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538842 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-rvkGlgTyzwZzgBCJj94ugP5gmfrUmMGv6nGERzylY2a Scale = 1:37.6 1 2 3 4 5 8 7 6 9 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 11-8-411-8-4 5-10-2 5-10-2 11-8-4 5-10-2 0-0-45-10-20-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.10 0.11 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: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-4. (lb) - Max Horz 1=-99(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-129(LC 10), 6=-129(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=311(LC 17), 6=311(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-260/206, 4-6=-260/206 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-14 to 3-3-14, Exterior(2R) 3-3-14 to 8-4-7, Exterior(2E) 8-4-7 to 11-4-7 zone; cantilever left and right exposed ; end 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, 5 except (jt=lb) 8=129, 6=129. 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss V08 Truss Type GABLE Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538843 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-J5Hey?UakEiqILnVHtb7Ccdqu383VqO2KR0n_PylY2Z Scale = 1:26.3 1 2 3 4 5 6 3x4 3x4 3x4 2x4 7-8-47-8-4 3-10-2 3-10-2 7-8-4 3-10-2 0-0-43-10-20-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [3:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.21 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-8-4, 3=7-8-4, 4=7-8-4 Max Horz 1=-64(LC 6) Max Uplift 1=-18(LC 11), 3=-18(LC 11) Max Grav 1=172(LC 1), 3=172(LC 1), 4=231(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Exterior(2R) 3-3-0 to 4-5-4, Exterior(2E) 4-5-4 to 7-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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.). August 24,2020 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 5_ESTATES_AT_TOWNE_M~W Truss V09 Truss Type Valley Qty 1 Ply 1 5 Estates at Towne Meadow Job Reference (optional) I42538844 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Aug 21 18:33:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ZthXUBrG?dPK558O9V4LL7zFbrY-J5Hey?UakEiqILnVHtb7CcdvN389Vq92KR0n_PylY2Z Scale: 1"=1' 1 2 3 3x4 3x4 3x4 0-0-40-0-4 3-8-43-8-0 1-10-2 1-10-2 3-8-4 1-10-2 0-0-41-10-20-0-412.00 12 Plate Offsets (X,Y)-- [1:0-3-3,Edge], [2:0-0-0,0-0-1], [3:0-0-15,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 0.09 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-12, 3=3-7-12 Max Horz 1=29(LC 9) Max Grav 1=127(LC 1), 3=127(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 24,2020 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