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HomeMy WebLinkAboutI42454513.98_Woods_Shelbourne16023 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 17,2020 Liu, Xuegang Pages or sheets covered by this seal: I42454513 thru I42454549 My license renewal date for the state of Indiana is July 31, 2022. 98_Woods_Shelbourne 98 Woods Shelbourne 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss GE02 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454513 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-pTJfNlTKKd?rtL12KDgEmtTWvJu_QJCeb3icn_ymyVJ Scale = 1:75.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 3x4 3x4 3x6 3x6 3x6 3x4 3x4 3x6 5x6 3x6 37-11-0 37-11-0 -1-0-0 1-0-0 16-4-8 16-4-8 21-6-8 5-2-0 37-11-0 16-4-8 38-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [17:0-4-8,0-2-8], [22:0-4-4,0-2-4], [59:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.08 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.01 (loc) 38 38 39 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 861 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x8 SP 2400F 2.0E OTHERS 2x3 SPF No.2 *Except* 22-54,21-55,20-56,19-57,18-58,16-60,15-61,23-52: 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 (10-0-0 max.): 17-22. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 22-54, 21-55, 20-56, 19-57, 18-58, 16-60, 15-61, 14-62, 13-63, 23-52, 24-51, 25-50, 26-49 REACTIONS.All bearings 37-11-0. (lb) - Max Horz 73=-208(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 56, 57, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42 except 73=-120(LC 6), 39=-111(LC 7), 72=-162(LC 10), 40=-170(LC 11) Max Grav All reactions 250 lb or less at joint(s) 73, 39, 54, 55, 56, 57, 58, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-153/254, 22-23=-154/256 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 1-8-8, Exterior(2N) 1-8-8 to 13-4-8, Corner(3R) 13-4-8 to 24-6-8, Exterior(2N) 24-6-8 to 35-11-0, Corner(3E) 35-11-0 to 38-11-0 zone;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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-2-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 56, 57, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42 except (jt=lb) 73=120, 39=111, 72=162, 40=170. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss GE03 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454514 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-9R7YQSWS99d8z6w07mGPTwALAKbC5aRNkKPMSCymyVE Scale = 1:75.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 3x4 3x4 3x6 3x6 3x6 3x4 3x4 3x6 5x6 5x6 37-7-8 37-7-8 -1-0-0 1-0-0 16-4-8 16-4-8 21-6-8 5-2-0 37-7-8 16-1-0 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [17:0-4-8,0-2-8], [22:0-4-4,0-2-4], [38:Edge,0-2-8], [52:0-3-0,0-3-0], [57:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.08 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 38 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 854 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* 37-38: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 22-52,21-53,20-54,19-55,18-56,16-58,15-59,23-51: 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.): 17-22. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 22-52, 21-53, 20-54, 19-55, 18-56, 16-58, 15-59, 14-60, 13-61, 23-51, 24-50, 25-49, 26-48 REACTIONS.All bearings 37-7-8. (lb) - Max Horz 71=203(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 54, 55, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40 except 71=-135(LC 6), 38=-124(LC 9), 70=-140(LC 10), 39=-136(LC 11) Max Grav All reactions 250 lb or less at joint(s) 71, 38, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-173/279, 16-17=-161/256, 22-23=-174/281, 23-24=-165/266 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 1-8-8, Exterior(2N) 1-8-8 to 13-4-8, Corner(3R) 13-4-8 to 24-6-8, Exterior(2N) 24-6-8 to 34-4-8, Corner(3E) 34-4-8 to 37-6-4 zone;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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-2-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 54, 55, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40 except (jt=lb) 71=135, 38=124, 70=140, 39=136. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss GE04 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454515 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-6pEJr8YjgntsDQ3OEBItYLFiu8ILZTyfCeuTX4ymyVC Scale = 1:35.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 -1-0-0 1-0-0 5-11-8 5-11-8 11-11-0 5-11-8 12-11-0 1-0-0 1-2-05-7-101-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.03 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 139 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 11-11-0. (lb) - Max Horz 24=-93(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 2-11-8, Corner(3R) 2-11-8 to 8-11-8, Exterior(2N) 8-11-8 to 9-11-0, Corner(3E) 9-11-0 to 12-11-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-2-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss GE05 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454516 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-2CM3GpZzCO7ZSjDnMcKLdmLwkyqG1NLyfyNabzymyVA Scale = 1:29.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 4x6 5x8 3x6 2x4 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-4-8 8-4-8 16-9-0 8-4-8 -0-11-0 0-11-0 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-03-6-80-9-04.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [14:0-4-4,0-2-8], [21:0-2-8,0-1-8], [25:0-4-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.61 0.58 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.26 0.02 (loc) 23 22-23 14 l/defl >999 >756 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP 2400F 2.0E *Except* 7-19: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)25=0-3-8, 14=0-3-8 Max Horz 25=25(LC 10) Max Uplift 25=-41(LC 6), 14=-41(LC 7) Max Grav 25=720(LC 1), 14=720(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1038/131, 3-4=-979/148, 4-5=-969/157, 5-6=-952/172, 6-7=-945/189, 7-8=-945/189, 8-9=-952/172, 9-10=-969/157, 10-11=-979/148, 11-12=-1038/131, 2-25=-608/151, 12-14=-608/151 BOT CHORD 24-25=-60/914, 23-24=-60/914, 22-23=-60/914, 20-22=-60/914, 19-20=-60/914, 18-19=-60/914, 17-18=-60/914, 16-17=-60/914, 15-16=-60/914, 14-15=-60/914 WEBS 7-19=-49/351 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior(1) 11-4-8 to 14-8-0, Exterior(2E) 14-8-0 to 17-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14. 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss J01 Truss Type Jack-Open Qty 20 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454517 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-WOwRT9abziFQ4tozvJsaA_tD_LJxmrS6uc777PymyV9 Scale = 1:11.7 1 2 5 3 43x4 3x4 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 1-1-01-9-01-3-131-9-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-0-0 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=34(LC 10) Max Uplift 3=-14(LC 10), 4=-10(LC 10) Max Grav 5=143(LC 1), 3=4(LC 6), 4=16(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;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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss M01 Truss Type MONOPITCH Qty 9 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454518 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-_bUpgVbDk?NHi1NAT1NpiBQNFlfpVHfF7GshgrymyV8 Scale = 1:11.8 1 2 3 6 5 4 7 8 9 3x8 3x4 3x6 3-9-0 3-9-0 -0-11-0 0-11-0 3-9-0 3-9-0 0-8-81-9-101-2-121-9-103.50 12 Plate Offsets (X,Y)-- [3:Edge,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-0, 8=0-1-8 Max Horz 6=33(LC 6) Max Uplift 6=-54(LC 6), 8=-26(LC 6) Max Grav 6=214(LC 1), 8=119(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 and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-5-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454519 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Sn2CurcrVJV8JByM1ku2FPzWm9zOEhDPLwcECIymyV7 Scale = 1:15.7 1 2 3 6 5 4 7 8 9 3x12 3x4 3x6 2x4 5-9-0 5-9-0 -0-11-0 0-11-0 5-9-0 5-9-0 0-8-82-4-101-2-122-4-103.50 12 Plate Offsets (X,Y)-- [3:Edge,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.17 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 5-6 5-6 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-0, 8=0-1-8 Max Horz 6=50(LC 6) Max Uplift 6=-67(LC 6), 8=-47(LC 6) Max Grav 6=291(LC 1), 8=202(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-7=-260/207, 2-6=-253/186 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-5-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss PB01 Truss Type Piggyback Qty 26 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454520 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-wzca5BdUGde?xLXYbSPHncVlXZLozC_YaaLokkymyV6 Scale = 1:12.6 1 2 3 4 5 6 4x6 3x4 3x4 2x4 5-2-0 5-2-0 2-7-0 2-7-0 5-2-0 2-7-0 0-4-71-7-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-8-2, 4=3-8-2, 6=3-8-2 Max Horz 2=27(LC 9) Max Uplift 2=-14(LC 10), 4=-17(LC 11) Max Grav 2=111(LC 1), 4=111(LC 1), 6=125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone;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) 2, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss PBE01 Truss Type Piggyback Qty 2 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454521 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-PA9yJXd61wmsZU6l89wWKq2wCzh1ifEhpE5LGAymyV5 Scale = 1:12.6 1 2 3 4 5 6 4x6 3x4 3x4 2x4 5-2-0 5-2-0 2-7-0 2-7-0 5-2-0 2-7-0 0-4-71-7-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-8-2, 4=3-8-2, 6=3-8-2 Max Horz 2=-27(LC 8) Max Uplift 2=-14(LC 10), 4=-17(LC 11) Max Grav 2=111(LC 1), 4=111(LC 1), 6=125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone;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) 2, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T01 Truss Type COMMON Qty 4 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454523 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-pkr5xZg_Kr8RQyqJqHUDySgJxAVxvsQ8VCJ?tVymyV2 Scale = 1:54.0 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x6 3x8 3x4 3x4 3x4 3x4 4x6 4x6 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 1-10-10 1-10-10 2-3-8 0-4-14 4-8-7 2-4-15 10-5-8 5-9-1 16-2-9 5-9-1 19-0-6 2-9-13 20-11-0 1-10-10 21-10-0 0-11-0 1-2-09-0-21-2-09.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-12], [11:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.85 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.02 (loc) 8-9 8-9 8 l/defl >999 >549 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 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=-178(LC 8) Max Uplift 11=-1(LC 10), 8=-1(LC 11) Max Grav 11=889(LC 1), 8=889(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/35, 3-4=-765/72, 4-5=-765/72, 5-6=-274/35, 2-11=-292/51, 6-8=-292/51 BOT CHORD 9-11=-53/702, 8-9=0/672 WEBS 4-9=0/518, 3-11=-729/28, 5-8=-729/28 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-5-8, Exterior(2R) 7-5-8 to 13-5-8, Interior(1) 13-5-8 to 18-10-0, Exterior(2E) 18-10-0 to 21-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T02 Truss Type COMMON Qty 3 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454524 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-l7zrMEhEsTO9fG_ixiWh1tlfR_BONlgRyWo6yOymyV0 Scale = 1:54.0 1 2 3 4 5 6 10 9 8 7 11 12 4x6 3x4 3x6 3x8 3x4 3x4 3x4 4x6 4x6 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 1-10-10 1-10-10 2-3-8 0-4-14 4-8-7 2-4-15 10-5-8 5-9-1 16-2-9 5-9-1 19-0-6 2-9-13 20-11-0 1-10-10 1-2-09-0-21-2-09.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-12], [10:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.85 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.02 (loc) 7-8 8-10 7 l/defl >999 >549 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* 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=173(LC 7) Max Uplift 10=-1(LC 10) Max Grav 10=890(LC 1), 7=823(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/35, 3-4=-767/72, 4-5=-768/72, 5-6=-264/17, 2-10=-292/51 BOT CHORD 8-10=-62/696, 7-8=0/681 WEBS 4-8=0/520, 3-10=-731/28, 5-7=-746/46 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) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-5-8, Exterior(2R) 7-5-8 to 13-5-8, Interior(1) 13-5-8 to 17-9-4, Exterior(2E) 17-9-4 to 20-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T03 Truss Type Piggyback Base Qty 4 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454525 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-hW4bnwjVN4esuZ8537Y96IryynvNrmBjQqHD0GymyV_ Scale = 1:78.0 12 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 3x6 5x10 MT18HS 5x10 MT18HS 3x6 5x12 4x6 4x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 5x12 4x6 4x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 38-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-1-12,0-1-8], [6:0-5-12,0-1-4], [7:0-6-0,0-1-8], [9:0-1-12,0-1-8], [11:0-8-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.69 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.32 0.10 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 202 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-13: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 5-2-0, Right 2x8 SP 2400F 2.0E 5-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (5-0-13 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=209(LC 7) Max Grav 2=1577(LC 1), 11=1577(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2118/0, 4-6=-1606/78, 6-7=-1225/96, 7-9=-1606/78, 9-11=-2117/0 BOT CHORD 2-18=-26/1608, 16-18=-26/1608, 15-16=0/1225, 13-15=0/1608, 11-13=0/1608 WEBS 4-18=0/332, 4-16=-526/154, 6-16=-15/475, 7-15=0/476, 9-15=-526/154, 9-13=0/331 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 Corner(3) -1-0-0 to 2-0-0, Exterior(2E) 2-0-0 to 35-11-0, Corner(3) 35-11-0 to 38-11-0 zone;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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T03A Truss Type Piggyback Base Qty 5 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454526 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-65mkPylNg?0Rl1sgkG6skxTSB?x417wA6oWtcbymyUx Scale = 1:78.0 12 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 3x6 5x10 MT18HS 5x10 MT18HS 3x6 5x12 4x6 4x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 5x12 4x6 4x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 38-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-1-12,0-1-8], [6:0-5-12,0-1-4], [7:0-6-0,0-1-8], [9:0-1-12,0-1-8], [11:0-8-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.69 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.32 0.10 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 202 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-13: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 5-2-0, Right 2x8 SP 2400F 2.0E 5-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (5-0-13 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=209(LC 7) Max Grav 2=1577(LC 1), 11=1577(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2118/0, 4-6=-1606/78, 6-7=-1225/96, 7-9=-1606/78, 9-11=-2117/0 BOT CHORD 2-18=-26/1608, 16-18=-26/1608, 15-16=0/1225, 13-15=0/1608, 11-13=0/1608 WEBS 4-18=0/332, 4-16=-526/154, 6-16=-15/475, 7-15=0/476, 9-15=-526/154, 9-13=0/331 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 Corner(3) -1-0-0 to 2-0-0, Exterior(2E) 2-0-0 to 35-11-0, Corner(3) 35-11-0 to 38-11-0 zone;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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T03B Truss Type Piggyback Base Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454527 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-S2ZdSfpWVXfksoldXph1R_AIh0e5iD8vG3DeHpymyUs Scale = 1:84.2 12 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 3x6 5x10 MT18HS 6x6 3x6 5x12 4x6 4x6 3x6 3x4 3x4 3x4 3x4 5x12 4x6 4x6 3x4 2x4 6x8 8x8 3x8 5x8 3x4 8-3-8 8-3-8 16-4-8 8-1-0 18-6-10 2-2-2 22-4-0 3-9-6 30-0-4 7-8-4 37-11-0 7-10-12 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 18-6-10 2-2-2 21-6-8 2-11-14 22-4-0 0-9-8 30-0-4 7-8-4 37-11-0 7-10-12 38-11-0 1-0-0 1-1-012-0-01-1-03-0-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-1-12,0-1-8], [6:0-7-8,0-1-12], [8:0-3-12,0-2-0], [11:0-1-12,0-1-8], [13:0-8-13,Edge], [15:0-2-8,0-1-8], [17:0-2-4,0-2-8], [18:0-2-4,Edge] , [20:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.70 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.28 (loc) 17-18 15-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 225 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-20,6-20: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 5-2-0, Right 2x8 SP 2400F 2.0E 4-11-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-2-4 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. 1 Row at midpt 7-18, 9-17 WEBS 1 Row at midpt 4-20, 6-20, 8-18 REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=209(LC 7) Max Grav 2=1577(LC 1), 13=1577(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2115/0, 4-6=-1612/77, 6-7=-1628/42, 7-8=-1639/41, 8-9=-2212/87, 9-11=-2219/0, 11-13=-2127/0 BOT CHORD 2-22=-26/1606, 20-22=-26/1606, 17-18=0/1622, 9-17=-446/193, 13-15=0/1608 WEBS 4-22=0/320, 4-20=-515/154, 6-20=-1410/0, 18-20=0/2209, 6-18=0/1851, 8-17=-157/1133, 15-17=0/1704, 11-15=-479/56 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 Corner(3) -1-0-0 to 2-0-0, Exterior(2E) 2-0-0 to 35-11-0, Corner(3) 35-11-0 to 38-11-0 zone;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 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T03C Truss Type Piggyback Base Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454528 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Lpp8I1s0Zm99KP3OlfmzbqK_gd01e18UAhBrQaymyUo Scale = 1:84.2 12 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 3x6 5x10 MT18HS 6x6 3x6 5x12 4x6 4x6 3x6 3x4 3x4 3x4 3x4 5x12 4x6 4x6 3x4 2x4 6x8 8x8 3x8 5x8 3x4 8-3-8 8-3-8 16-4-8 8-1-0 18-6-10 2-2-2 22-4-0 3-9-6 30-0-4 7-8-4 37-11-0 7-10-12 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 18-6-10 2-2-2 21-6-8 2-11-14 22-4-0 0-9-8 30-0-4 7-8-4 37-11-0 7-10-12 38-11-0 1-0-0 1-1-012-0-01-1-03-0-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-1-12,0-1-8], [6:0-7-8,0-1-12], [8:0-3-12,0-2-0], [11:0-1-12,0-1-8], [13:0-8-13,Edge], [15:0-2-8,0-1-8], [17:0-2-4,0-2-8], [18:0-2-4,Edge] , [20:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.70 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.28 (loc) 17-18 15-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 225 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-20,6-20: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 5-2-0, Right 2x8 SP 2400F 2.0E 4-11-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-2-4 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. 1 Row at midpt 7-18, 9-17 WEBS 1 Row at midpt 4-20, 6-20, 8-18 REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=209(LC 7) Max Grav 2=1577(LC 1), 13=1577(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2115/0, 4-6=-1612/77, 6-7=-1628/42, 7-8=-1639/41, 8-9=-2212/87, 9-11=-2219/0, 11-13=-2127/0 BOT CHORD 2-22=-26/1606, 20-22=-26/1606, 17-18=0/1622, 9-17=-446/193, 13-15=0/1608 WEBS 4-22=0/320, 4-20=-515/154, 6-20=-1410/0, 18-20=0/2209, 6-18=0/1851, 8-17=-157/1133, 15-17=0/1704, 11-15=-479/56 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 Corner(3) -1-0-0 to 2-0-0, Exterior(2E) 2-0-0 to 35-11-0, Corner(3) 35-11-0 to 38-11-0 zone;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 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T04 Truss Type Piggyback Base Qty 15 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454529 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-HCxujiuH4NPtajCnt3oRgFQIjQhl624ne?gyVSymyUm Scale = 1:77.2 12 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 3x6 5x10 MT18HS 5x8 3x8 5x12 4x6 4x6 3x6 3x4 2x4 3x4 3x8 3x4 3x6 4x6 6x6 3x6 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-5-12 7-11-4 37-7-8 8-1-12 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-5-12 7-11-4 37-7-8 8-1-12 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [4:0-1-12,0-1-8], [6:0-5-12,0-1-4], [7:0-5-12,0-2-0], [8:0-1-12,0-1-8], [10:0-3-4,Edge], [11:Edge,0-3-8], [12:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.68 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.31 0.08 (loc) 15-17 15-17 11 l/defl >999 >999 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* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,8-14,8-12,10-12: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 5-2-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-12 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 8-14 REACTIONS. (size)2=0-3-8, 11=Mechanical Max Horz 2=206(LC 7) Max Grav 2=1560(LC 1), 11=1498(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2091/0, 4-6=-1578/69, 6-7=-1191/97, 7-8=-1578/72, 8-10=-1986/0, 10-11=-1423/19 BOT CHORD 2-17=-43/1587, 15-17=-43/1587, 14-15=0/1202, 12-14=0/1555 WEBS 4-17=0/332, 4-15=-528/154, 6-15=-14/481, 7-14=-1/479, 8-14=-507/150, 10-12=0/1349 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-9, Exterior(2R) 12-1-9 to 25-9-7, Interior(1) 25-9-7 to 34-5-12, Exterior(2E) 34-5-12 to 37-5-12 zone;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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T05 Truss Type Common Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454530 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Db2f8OvXc?fbp1M9_UrvmgVnuEUxa2w45J93ZLymyUk Scale = 1:33.9 1 2 3 4 5 6 7 8 9 10 4x6 3x12 5x6 5x6 3x12 5x6 5x6 2x4 5-11-8 5-11-8 11-11-0 5-11-8 -1-0-0 1-0-0 5-11-8 5-11-8 11-11-0 5-11-8 12-11-0 1-0-0 1-2-05-7-101-2-09.00 12 Plate Offsets (X,Y)-- [2:0-9-10,Edge], [6:0-9-10,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 0.34 0.25 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 2-8 2-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 3-11-9, Right 2x8 SP 2400F 2.0E 3-11-9 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)2=0-3-8, 6=0-3-8 Max Horz 2=95(LC 7) Max Uplift 2=-4(LC 10), 6=-4(LC 11) Max Grav 2=537(LC 1), 6=537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-516/119, 4-6=-516/119 BOT CHORD 2-8=0/294, 6-8=0/294 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 Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 2-11-8, Corner(3R) 2-11-8 to 8-11-8, Exterior(2N) 8-11-8 to 9-11-0, Corner(3E) 9-11-0 to 12-11-0 zone;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) 2, 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T07 Truss Type Common Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454531 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-inc1Lkw9NInSRAxMYCM8Iu2xKeq9JVADKzvc6nymyUj Scale = 1:33.9 1 2 3 4 5 6 7 8 3x12 5x6 5x6 4x6 3x12 5x6 5x6 2x4 5-11-8 5-11-8 11-11-0 5-11-8 5-11-8 5-11-8 11-11-0 5-11-8 12-11-0 1-0-0 1-2-05-7-101-2-09.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-9-10,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 0.36 0.25 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 1-7 1-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 3-11-9, Right 2x8 SP 2400F 2.0E 3-11-9 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=0-3-8, 5=0-3-8 Max Horz 1=96(LC 7) Max Uplift 5=-4(LC 11) Max Grav 1=474(LC 1), 5=539(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-493/122, 3-5=-520/127 BOT CHORD 1-7=0/297, 5-7=0/297 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 Corner(3E) 0-0-0 to 3-0-0, Corner(3R) 3-0-0 to 8-11-8, Exterior(2N) 8-11-8 to 9-11-0, Corner(3E) 9-11-0 to 12-11-0 zone;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) 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T08 Truss Type COMMON Qty 2 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454532 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-eAknmQxPvw1AgU5kgdOcNJ79IRQQnP6WnHOjAgymyUh Scale = 1:29.8 1 2 3 4 5 6 7 9 8 10 11 12 13 4x6 3x8 3x4 3x4 3x6 2x4 3x8 3x4 3x4 8-4-8 8-4-8 16-9-0 8-4-8 -0-11-0 0-11-0 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-03-6-80-9-04.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [4:0-3-0,0-2-8], [6:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.59 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.03 (loc) 2-8 2-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-4-14, Right 2x4 SPF-S Stud 4-4-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=37(LC 14) Max Uplift 2=-36(LC 6), 6=-36(LC 7) Max Grav 2=725(LC 1), 6=725(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1111/164, 4-6=-1111/164 BOT CHORD 2-8=-80/966, 6-8=-80/966 WEBS 4-8=0/361 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior(1) 11-4-8 to 14-8-0, Exterior(2E) 14-8-0 to 17-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 2, 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss T09 Truss Type COMMON Qty 2 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454533 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-6MI9zmy2gD91IegxDKvrwWgKlrldWsMg0x7Gi6ymyUg Scale = 1:29.0 1 2 3 4 5 6 8 7 9 10 11 12 3x8 3x4 3x4 4x6 3x6 2x4 3x8 3x4 3x4 8-4-8 8-4-8 16-9-0 8-4-8 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-03-6-80-9-04.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-3-0,0-2-8], [5:0-5-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.59 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.03 (loc) 1-7 1-7 5 l/defl >999 >999 n/a L/d 240 180 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 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-4-14, Right 2x4 SPF-S Stud 4-4-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=41(LC 14) Max Uplift 1=-12(LC 6), 5=-36(LC 7) Max Grav 1=668(LC 1), 5=727(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1115/174, 3-5=-1116/176 BOT CHORD 1-7=-92/970, 5-7=-92/970 WEBS 3-7=0/362 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior(1) 11-4-8 to 14-8-0, Exterior(2E) 14-8-0 to 17-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss TG01 Truss Type Common Girder Qty 1 Ply 2 98 Woods Shelbourne Job Reference (optional) I42454534 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-WxzIcn?wz8Xc95OWvSTYY9Iwq3j6j?Q6ivMxJRymyUd Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 14 13 12 1115161718192021222324 2526 27 28 29 3x6 5x6 3x6 5x8 3x4 3x4 5x8 5x12 4x8 3x12 6x10 3x4 3x4 8x8 2x4 12x20 7-6-8 7-6-8 12-5-4 4-10-12 22-2-8 9-9-4 29-9-0 7-6-8 7-6-8 7-6-8 12-5-4 4-10-12 14-10-8 2-5-4 22-2-8 7-4-0 29-9-0 7-6-8 1-2-012-3-141-2-09.00 12 Plate Offsets (X,Y)-- [1:0-4-6,0-1-13], [3:0-2-8,0-1-12], [8:0-2-0,0-1-12], [10:0-5-10,0-2-0], [11:0-8-0,0-2-8], [13:0-10-0,0-7-12], [14:0-7-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.86 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.02 (loc) 11-13 11-13 10 l/defl >999 >859 n/a L/d 240 180 n/a PLATES MT20 Weight: 458 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,7-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x10 SP 2400F 2.0E *Except* 1-13: 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 8-13: 2x4 SPF 2100F 1.8E, 3-13: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 4-7-11, Right 2x4 SPF-S Stud 4-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-13, 3-13 REACTIONS. (size)1=0-5-8, 10=0-3-8, 13=0-3-8 Max Horz 1=-210(LC 4) Max Grav 1=4007(LC 1), 10=6364(LC 1), 13=14187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1966/0, 3-5=0/1495, 5-6=0/1505, 6-8=0/1135, 8-10=-6107/0 BOT CHORD 1-14=0/1479, 13-14=0/1479, 11-13=0/4684, 10-11=0/4684 WEBS 8-13=-6478/0, 8-11=0/7328, 3-13=-4237/0, 3-14=0/4846, 6-13=-1811/0 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide metal plate or equivalent at bearing(s) 13 to support reaction shown. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1479 lb down at 0-10-12, 1478 lb down at 2-10-12, 1478 lb down at 4-10-12, 1478 lb down at 6-10-12, 1478 lb down at 8-10-12, 1478 lb down at 10-10-12, 1478 lb down at 12-10-12, 1478 lb down at 14-10-12, 1478 lb down at 16-10-12, 1478 lb down at 18-10-12, 1478 lb down at 20-10-12, 1478 lb down at 22-10-12, 1478 lb down at 24-10-12, and 1478 lb down at 26-10-12, and 1480 lb down at 28-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss TG01 Truss Type Common Girder Qty 1 Ply 2 98 Woods Shelbourne Job Reference (optional) I42454534 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:51 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-_7Xgp7?YkSgSnFziSA_n4Mq5aS3LSSgFxZ5UstymyUc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-10=-60, 1-10=-20 Concentrated Loads (lb) Vert: 15=-1479(B) 16=-1478(B) 17=-1478(B) 18=-1478(B) 19=-1478(B) 20=-1478(B) 21=-1478(B) 22=-1478(B) 23=-1478(B) 24=-1478(B) 25=-1478(B) 26=-1478(B) 27=-1478(B) 28=-1478(B) 29=-1480(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss TG02 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454535 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-xWfQEp1oF3wA0Z74ab0FAnwKMGniwSLYOtabwmymyUa Scale = 1:77.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 81 82 83 84 85 86 87 88 89 90 4x8 3x4 4x8 3x6 3x6 4x8 4x8 4x10 8x8 5x6 5x6 9-11-13 9-11-13 19-9-3 9-9-5 29-9-0 9-11-13 -1-0-0 1-0-0 7-6-8 7-6-8 14-10-8 7-4-0 22-2-8 7-4-0 29-9-0 7-6-8 30-9-0 1-0-0 1-2-012-3-141-2-09.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-0], [4:0-3-0,0-3-4], [5:0-1-8,0-1-8], [6:0-3-0,0-3-4], [8:0-1-8,0-2-0], [10:Edge,0-2-0], [12:0-4-0,0-4-8], [80:0-2-0,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.98 0.67 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.03 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 671 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-13: 2x4 SPF-S Stud, 2-14,8-10: 2x8 SP 2400F 2.0E OTHERS 2x3 SPF No.2 *Except* 5-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-8, 10=0-3-8 Max Horz 14=-213(LC 34) Max Uplift 14=-104(LC 8), 10=-37(LC 9) Max Grav 14=1206(LC 1), 10=1243(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1398/115, 3-5=-1246/226, 5-7=-1250/196, 7-8=-1421/85, 2-14=-1066/132, 8-10=-1098/99 BOT CHORD 13-14=-124/1042, 11-13=0/707, 10-11=0/1011 WEBS 5-11=-118/534, 7-11=-361/224, 5-13=-181/539, 3-13=-357/223 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; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-2-0 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) 10 except (jt=lb) 14=104. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 73 lb up at 0-10-1 on top chord, and 4 lb down and 14 lb up at 0-10-1, 4 lb down and 14 lb up at 2-10-1, 4 lb down and 14 lb up at 4-10-1, 4 lb down and 14 lb up at 6-10-1, 4 lb down and 14 lb up at 8-10-1, 4 lb down and 14 lb up at 10-10-1, 4 lb down and 14 lb up at 12-10-1, and 4 lb down and 14 lb up at 14-10-1, and 4 lb down and 14 lb up at 16-10-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss TG02 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454535 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-PiDpR92R0N21ejiH8IXUi?SV6g7xfvbidWK8SCymyUZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 8-9=-60, 10-14=-20 Concentrated Loads (lb) Vert: 81=23(F) 82=2(F) 83=2(F) 84=2(F) 85=2(F) 86=2(F) 87=2(F) 88=2(F) 89=2(F) 90=2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss TG03 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454536 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-L5LZsr3hY_Ilt0sfFjZznQXzQTsc7v8?5qpFX5ymyUX Scale = 1:54.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 11 10 9 8 36 373534 3839 40 41 42 43 44 45 46 47 48 49 50 4x6 4x6 3x8 4x6 4x6 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 3x8 3x8 3x8 2x4 10-5-8 10-5-8 20-11-0 10-5-8 -0-11-0 0-11-0 1-10-10 1-10-10 4-10-6 2-11-12 10-5-8 5-7-2 16-0-10 5-7-2 19-0-6 2-11-12 20-11-0 1-10-10 21-10-0 0-11-0 1-2-09-0-21-2-09.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-2-0], [11:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.47 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.01 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 291 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 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. JOINTS 1 Brace at Jt(s): 34, 35, 37, 38 REACTIONS. (size)8=0-3-8, 11=0-3-8 Max Horz 11=-175(LC 6) Max Uplift 8=-93(LC 9), 11=-93(LC 8) Max Grav 8=853(LC 1), 11=853(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-275/95, 3-4=-747/129, 4-5=-747/129, 5-6=-275/95, 2-11=-293/102, 6-8=-293/102 BOT CHORD 9-11=-103/727, 8-9=-25/691 WEBS 9-36=-64/519, 4-36=-64/519, 11-34=-731/37, 3-34=-707/34, 5-38=-707/34, 8-38=-731/37 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 73 lb up at 0-10-1, and 26 lb down and 73 lb up at 20-0-15 on top chord, and 4 lb down and 14 lb up at 0-10-1, 4 lb down and 14 lb up at 2-5-8 , 4 lb down and 14 lb up at 4-5-8, 4 lb down and 14 lb up at 6-5-8, 4 lb down and 14 lb up at 8-5-8, 4 lb down and 14 lb up at 10-5-8, 4 lb down and 14 lb up at 12-5-8, 4 lb down and 14 lb up at 14-5-8, 4 lb down and 14 lb up at 16-5-8, and 4 lb down and 14 lb up at 18-5-8, and 4 lb down and 14 lb up at 20-0-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss TG03 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454536 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:57 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-pHux4B4JJIQcVARspQ5CKd48AtCrsMO8JUYo3XymyUW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-11=-20 Concentrated Loads (lb) Vert: 9=2(B) 39=23(B) 40=23(B) 41=2(B) 42=2(B) 43=2(B) 44=2(B) 45=2(B) 46=2(B) 47=2(B) 48=2(B) 49=2(B) 50=2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V01 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454537 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-HTSJHW5x4cYT6K?2N8cRtrdOTHdKbo0HY8IMbzymyUV Scale = 1:61.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-9-6 25-9-6 12-10-11 12-10-11 25-9-6 12-10-11 0-0-49-8-00-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.13 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 25-9-6. (lb) - Max Horz 1=-167(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=257(LC 20), 12=323(LC 17), 13=395(LC 17), 9=323(LC 18), 8=395(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-254/132, 2-13=-280/137, 5-9=-254/132, 6-8=-280/137 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 9-10-11, Exterior(2R) 9-10-11 to 15-10-11, Interior(1) 15-10-11 to 22-4-2, Exterior(2E) 22-4-2 to 25-4-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 13, 9, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V02 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454538 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:39:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-lg0iVs6ZrvgKkUaEwr7gP29ZUhyKKFARno1v8QymyUU Scale = 1:53.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-2-11 22-2-11 11-1-6 11-1-6 22-2-11 11-1-6 0-0-48-4-00-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.15 0.25 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: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-2-11. (lb) - Max Horz 1=-143(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=352(LC 17), 13=297(LC 17), 9=351(LC 18), 8=298(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-271/139, 5-9=-270/139 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) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 8-1-6, Exterior(2R) 8-1-6 to 14-1-6, Interior(1) 14-1-6 to 18-9-7, Exterior(2E) 18-9-7 to 21-9-7 zone;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, 11, 13, 9, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V03 Truss Type GABLE Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454539 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Esa4iC6BcDoBMe9RUZevyGihe5Ga3jwa0SnSgsymyUT Scale = 1:45.3 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 18-8-1 18-8-1 9-4-0 9-4-0 18-8-1 9-4-0 0-0-47-0-00-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.27 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-8-1. (lb) - Max Horz 1=120(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 9=-111(LC 10), 6=-111(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=448(LC 17), 6=448(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-337/161, 4-6=-336/161 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 6-4-0, Exterior(2R) 6-4-0 to 12-4-0, Interior(1) 12-4-0 to 15-3-7, Exterior(2E) 15-3-7 to 18-3-7 zone;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 111 lb uplift at joint 9 and 111 lb uplift at joint 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V04 Truss Type Valley Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454540 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-i28SvY7qNXw2zokd2G98UTFsNUfToB_kE6W0CIymyUS Scale = 1:35.2 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 15-1-6 15-1-1 7-6-11 7-6-11 15-1-6 7-6-11 0-0-45-8-00-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.10 0.10 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: 40 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 15-0-11. (lb) - Max Horz 1=-97(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=348(LC 18), 8=348(LC 17) 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) 0-5-1 to 3-5-1, Interior(1) 3-5-1 to 4-6-11, Exterior(2R) 4-6-11 to 10-6-11, Interior(1) 10-6-11 to 11-8-5, Exterior(2E) 11-8-5 to 14-8-5 zone;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) 6, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V05 Truss Type Valley Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454541 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-AFiq7u8S8q2vbxJpc_gN1hn2wu?aXf7tTmGZkkymyUR Scale = 1:27.1 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-6-6 11-6-6 11-6-11 0-0-5 5-9-6 5-9-6 11-6-11 5-9-6 0-0-44-4-00-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-6-1. (lb) - Max Horz 1=-73(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=311(LC 18), 8=311(LC 17) 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) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 8-1-10, Exterior(2E) 8-1-10 to 11-1-10 zone;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, 6, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V06 Truss Type Valley Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454542 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-eRGCKE94v8AlD5u?9hCcauK9_IJ9G6R0iQ?7HBymyUQ Scale = 1:20.3 1 2 3 4 5 6 3x4 3x4 3x4 2x4 0-0-5 0-0-5 8-0-1 7-11-11 4-0-0 4-0-0 8-0-1 4-0-0 0-0-43-0-00-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.22 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-6, 3=7-11-6, 4=7-11-6 Max Horz 1=50(LC 9) Max Uplift 1=-13(LC 10), 3=-20(LC 11) Max Grav 1=163(LC 1), 3=163(LC 1), 4=264(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) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 4-8-5, Exterior(2E) 4-8-5 to 7-8-5 zone;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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V07 Truss Type Valley Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454543 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-6dqbYa9igSIcqFTCjPjr66tQ0iis?Z5Aw4lgpdymyUP Scale = 1:11.1 1 2 3 4 3x4 3x4 3x4 2x4 0-0-5 0-0-5 4-5-6 4-5-1 2-2-11 2-2-11 4-5-6 2-2-11 0-0-41-8-00-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-4-11, 3=4-4-11, 4=4-4-11 Max Horz 1=-26(LC 6) Max Uplift 1=-7(LC 10), 3=-10(LC 11) Max Grav 1=84(LC 1), 3=84(LC 1), 4=137(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 Corner(3E) zone;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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V08 Truss Type Valley Qty 2 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454544 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-aqNzlwAKRlQTSP2OH6E4fJPb661zk?IJ9kUDL3ymyUO Scale = 1:35.6 1 2 3 6 5 4 3x4 3x4 3x4 3x4 3x4 2x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 5-3-106-4-125-3-109.00 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 0.09 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 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 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-11-0, 4=2-11-0, 5=2-11-0 Max Horz 6=18(LC 7) Max Uplift 6=-29(LC 11), 4=-29(LC 10) Max Grav 6=67(LC 18), 4=67(LC 17), 5=119(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 Corner(3E) zone;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) 6, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V09 Truss Type Valley Qty 2 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454545 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-20xLzGByC3YK4ZdarplJBXymHVNTTT2TOOEntWymyUN Scale = 1:28.7 1 2 3 6 5 4 3x4 3x4 3x4 3x4 3x4 2x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-11-105-0-123-11-109.00 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 0.07 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 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 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-11-0, 4=2-11-0, 5=2-11-0 Max Horz 6=18(LC 7) Max Uplift 6=-23(LC 11), 4=-23(LC 10) Max Grav 6=61(LC 18), 4=61(LC 17), 5=118(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 Corner(3E) zone;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) 6, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V10 Truss Type Valley Qty 2 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454546 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-WCVjAbCayNhBhjCnOXGYkkVyQvjyCvecd2zKQyymyUM Scale = 1:21.8 1 2 3 6 5 4 3x4 3x4 3x4 3x4 3x4 2x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 2-7-103-8-122-7-109.00 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 0.04 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 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 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-11-0, 4=2-11-0, 5=2-11-0 Max Horz 6=-18(LC 6) Max Uplift 6=-17(LC 11), 4=-17(LC 10) Max Grav 6=55(LC 18), 4=55(LC 17), 5=115(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;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) 6, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V11 Truss Type Valley Qty 2 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454547 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-?P35NxDDjgp2JsmzyEnnGy17FJ3IxM5mrijuyOymyUL Scale = 1:14.9 1 2 3 6 5 4 3x4 3x4 3x4 3x4 3x4 2x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 1-3-102-4-121-3-109.00 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 0.04 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 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 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-11-0, 4=2-11-0, 5=2-11-0 Max Horz 6=-18(LC 6) Max Uplift 6=-11(LC 11), 4=-11(LC 10) Max Grav 6=54(LC 1), 4=54(LC 1), 5=108(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;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) 6, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V12 Truss Type Valley Qty 2 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454548 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-TbdUbHDrU_xvx0L9WyI0p9aI2jOVgpav4MSRUqymyUK Scale: 1.5"=1' 1 2 3 3x4 3x4 3x4 0-0-5 0-0-5 2-10-1 2-9-11 1-5-0 1-5-0 2-10-1 1-5-0 0-0-41-0-120-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-9-6, 3=2-9-6 Max Horz 1=-15(LC 6) Max Grav 1=88(LC 1), 3=88(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;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 17,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 98_WOODS_SHELBOURNE Truss V13 Truss Type VALLEY Qty 1 Ply 1 98 Woods Shelbourne Job Reference (optional) I42454549 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 11:40:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-TbdUbHDrU_xvx0L9WyI0p9aF1jNogpav4MSRUqymyUK Scale = 1:8.6 1 2 3 3x4 3x4 3x4 3-6-2 3-6-2 0-0-41-2-14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.14 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-6, 3=3-5-6 Max Horz 1=28(LC 7) Max Uplift 1=-3(LC 6), 3=-8(LC 10) Max Grav 1=109(LC 1), 3=109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). August 17,2020 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