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HomeMy WebLinkAboutI36704230.112_Woods_at_Shelborne16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). April 11,2019 Johnson, Andrew Pages or sheets covered by this seal: I36704230 thru I36704298 My license renewal date for the state of Indiana is July 31, 2020. 112_Woods_at_Shelborne Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 112 Woods at Shelborne 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss CG01 Truss Type Diagonal Hip Girder Qty 3 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704230 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-MzoMO7qpGFlmVLClACLQfKn3RF_LPe9ae76IGrzS2Vb Scale: 1/2"=1' 1 2 5 6 7 3 8 9 4 3x4 3x6 5-1-13 5-1-13 -1-7-3 1-7-3 5-1-13 5-1-13 1-3-03-11-33-6-73-11-36.25 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.08 -0.05 (loc) 4-5 4-5 3 l/defl >999 >719 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 5-1-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=317/0-4-11, 3=129/Mechanical, 4=51/Mechanical Max Horz 5=134(LC 5) Max Uplift 5=-65(LC 5), 3=-67(LC 5), 4=-3(LC 5) Max Grav 5=317(LC 1), 3=129(LC 1), 4=95(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-272/83 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 11 lb up at 1-4-2, and 49 lb down and 34 lb up at 2-7-7 on top chord, and 2 lb down and 18 lb up at 1-4-2, and 2 lb down and 27 lb up at 2-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=2(B) 9=1(F) April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704231 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-q9MkbTrR1Ztd6VnxkwsfBXKEBfKa85PjtnsrpHzS2Va Scale: 1/2"=1' 1 2 5 6 7 3 8 9 4 3x4 3x6 5-1-13 5-1-6 -1-7-3 1-7-3 5-1-13 5-1-13 1-3-03-11-33-6-73-11-36.25 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.08 -0.05 (loc) 4-5 4-5 3 l/defl >999 >719 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 5-1-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=317/0-4-11, 3=129/Mechanical, 4=51/Mechanical Max Horz 5=134(LC 5) Max Uplift 5=-64(LC 5), 3=-67(LC 5), 4=-3(LC 5) Max Grav 5=317(LC 1), 3=129(LC 1), 4=95(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-272/82 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 18 lb up at 1-6-9, and 49 lb down and 34 lb up at 2-7-7 on top chord, and 2 lb down and 17 lb up at 1-6-9, and 2 lb down and 27 lb up at 2-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=2(B) 9=1(F) April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss GE01 Truss Type GABLE Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704232 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-q9MkbTrR1Ztd6VnxkwsfBXKHFfNb84hjtnsrpHzS2Va Scale = 1:32.8Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 3x6 2x4 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-7-0 11-7-0 -1-0-0 1-0-0 5-9-8 5-9-8 11-7-0 5-9-8 12-7-0 1-0-0 1-3-06-0-151-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.08 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -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: 142 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 11-7-0. (lb) - Max Horz 22=-148(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 22, 14, 19, 20, 17, 16, 15 except 21=-108(LC 5) Max Grav All reactions 250 lb or less at joint(s) 22, 14, 18, 19, 20, 21, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 14, 19, 20, 17, 16, 15 except (jt=lb) 21=108. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704233 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-ILw7opr4os?UkfM7IdOuklsRL3j?tYet5RbPLkzS2VZ Scale = 1:13.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x6 2x4 2x4 -1-0-0 1-0-0 4-0-0 4-0-0 0-9-02-1-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=229/4-0-0, 4=139/4-0-0 Max Horz 5=63(LC 5) Max Uplift 5=-48(LC 4), 4=-15(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704234 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-ILw7opr4os?UkfM7IdOuklsT73kptYet5RbPLkzS2VZ Scale = 1:9.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x6 2x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-01-5-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/2-0-0, 4=47/2-0-0 Max Horz 5=40(LC 5) Max Uplift 5=-49(LC 4), 4=-8(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss GE04 Truss Type Monopitch Structural Gable Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704235 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-nYUV09siZA7LMpxKsLv7HyPcXS3Sc_u0K5LytAzS2VY Scale = 1:26.0 1 2 3 5 4 3x6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-04-7-010.00 12 Plate Offsets (X,Y)-- [8:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=139/Mechanical, 5=229/0-3-8 Max Horz 5=137(LC 5) Max Uplift 4=-59(LC 5), 5=-15(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss GE05 Truss Type GABLE Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704236 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-nYUV09siZA7LMpxKsLv7HyPetS4Kc_U0K5LytAzS2VY Scale = 1:25.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-1-8 14-1-8 -1-0-0 1-0-0 7-0-12 7-0-12 14-1-8 7-0-12 15-1-8 1-0-0 0-9-03-1-40-9-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-8. (lb) - Max Horz 20=-32(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss GE06 Truss Type GABLE Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704237 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Fk2tDVtKKUFC_zWWP2QMpAynosPNLQyAZl4VPczS2VX Scale = 1:31.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-11-0 9-11-0 -1-0-0 1-0-0 4-11-8 4-11-8 9-11-0 4-11-8 10-11-0 1-0-0 1-3-05-4-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.07 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-11-0. (lb) - Max Horz 20=-132(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14 except 20=-113(LC 4), 19=-121(LC 5), 13=-106(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14 except (jt=lb) 20=113, 19=121, 13=106. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss GE07 Truss Type GABLE Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704238 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-jwcFRquy5nN2b65izlxbMNUwzGkb4r?JoPq3y2zS2VW Scale = 1:67.3Sheet 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 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x8 3x4 3x6 4x6 2x4 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-3-0 22-3-0 -1-0-0 1-0-0 11-1-8 11-1-8 22-3-0 11-1-8 1-3-010-6-41-3-010.00 12 Plate Offsets (X,Y)-- [22:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.31 0.14 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 396 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* 21-22: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-30, 11-31, 13-29 REACTIONS.All bearings 22-3-0. (lb) - Max Horz 39=262(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 33, 35, 36, 37, 28, 27, 26, 25, 24 except 39=-175(LC 4), 22=-122(LC 5), 38=-203(LC 5), 23=-156(LC 4) Max Grav All reactions 250 lb or less at joint(s) 39, 22, 30, 31, 32, 33, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 32, 33, 35, 36, 37, 28, 27, 26, 25, 24 except (jt=lb) 39=175, 22=122, 38=203, 23=156. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J01 Truss Type Jack-Open Qty 25 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704239 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-B79deAuas5VvDGgvXTSqub10fg0npLeS03ZcUVzS2VV Scale = 1:34.5 1 2 5 3 4 3x8 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-3-06-3-00-5-135-9-36-3-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.63 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.16 -0.11 (loc) 4-5 4-5 3 l/defl >820 >426 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=306/0-3-8, 3=160/Mechanical, 4=68/Mechanical Max Horz 5=205(LC 6) Max Uplift 3=-116(LC 6) Max Grav 5=306(LC 1), 3=160(LC 1), 4=113(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-257/37 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=116. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J02 Truss Type Jack-Open Qty 8 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704240 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-B79deAuas5VvDGgvXTSqub15zg3MpLeS03ZcUVzS2VV Scale = 1:22.9 1 2 5 3 4 3x6 2x4 4-4-0 4-4-0 -1-0-0 1-0-0 4-4-0 4-4-0 1-1-03-11-113-6-73-11-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=242/0-3-8, 3=112/Mechanical, 4=46/Mechanical Max Horz 5=131(LC 6) Max Uplift 5=-3(LC 6), 3=-68(LC 6) Max Grav 5=242(LC 1), 3=112(LC 1), 4=80(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J03 Truss Type Jack-Open Qty 2 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704241 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-fJj0sWvCdPemrQF55Az3RoZIP4QuYoucFjJA0xzS2VU Scale = 1:16.4 1 2 5 3 4 2x4 3x4 1-8-4 1-8-4 -1-0-0 1-0-0 1-8-4 1-8-4 1-3-02-7-142-2-12-7-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/0-3-8, 3=26/Mechanical, 4=13/Mechanical Max Horz 5=96(LC 6) Max Uplift 3=-37(LC 6), 4=-18(LC 6) Max Grav 5=152(LC 1), 3=26(LC 1), 4=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J04 Truss Type Jack-Open Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704242 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-fJj0sWvCdPemrQF55Az3RoZIP4QuYoucFjJA0xzS2VU Scale = 1:16.4 1 2 5 3 4 2x4 3x4 1-8-4 1-8-4 -1-0-0 1-0-0 1-8-4 1-8-4 1-3-02-7-142-2-12-7-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.19 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/0-3-8, 3=26/Mechanical, 4=13/Mechanical Max Horz 5=96(LC 6) Max Uplift 3=-37(LC 6), 4=-18(LC 6) Max Grav 5=152(LC 1), 3=26(LC 1), 4=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J05 Truss Type Jack-Open Qty 5 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704243 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-7VHO3swqOimdSaqHeuUI_06SnTmvHF8lUN2jYNzS2VT Scale = 1:17.9 1 2 5 3 4 2x4 3x4 2-0-0 2-0-0 -1-0-8 1-0-8 2-0-0 2-0-0 1-3-72-11-710.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=165/0-3-8, 4=17/Mechanical, 3=38/Mechanical Max Horz 5=106(LC 6) Max Uplift 4=-15(LC 6), 3=-44(LC 6) Max Grav 5=165(LC 1), 4=36(LC 2), 3=38(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J06 Truss Type Jack-Open Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704244 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-7VHO3swqOimdSaqHeuUI_06TlTmJHF8lUN2jYNzS2VT Scale = 1:17.9 1 4 2 3 2x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 1-3-72-11-710.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=75/0-3-8, 3=21/Mechanical, 2=55/Mechanical Max Horz 4=65(LC 6) Max Uplift 3=-8(LC 6), 2=-50(LC 6) Max Grav 4=75(LC 1), 3=37(LC 2), 2=55(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J07 Truss Type Jack-Open Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704245 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-7VHO3swqOimdSaqHeuUI_06SoTm5HF8lUN2jYNzS2VT Scale = 1:17.4 1 2 5 3 4 2x4 3x4 2-9-2 2-9-2 -1-5-0 1-5-0 2-9-2 2-9-2 1-3-02-10-92-5-92-10-87.07 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=222/0-4-14, 3=54/Mechanical, 4=23/Mechanical Max Horz 5=101(LC 6) Max Uplift 5=-27(LC 6), 3=-37(LC 6), 4=-2(LC 6) Max Grav 5=222(LC 1), 3=54(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J08 Truss Type Jack-Open Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704246 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-bhrmGCxT90uU4kOTCb0XWDfent7s0iNvi1oG5qzS2VS Scale = 1:13.6 1 2 5 3 42x4 2x4 1-6-11 1-6-11 -1-0-0 1-0-0 1-6-11 1-6-11 1-1-02-1-70-5-31-8-42-1-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=149/0-3-8, 3=21/Mechanical, 4=11/Mechanical Max Horz 5=74(LC 6) Max Uplift 5=-12(LC 6), 3=-23(LC 6), 4=-10(LC 6) Max Grav 5=149(LC 1), 3=21(LC 1), 4=27(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J09 Truss Type Jack-Open Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704247 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-bhrmGCxT90uU4kOTCb0XWDfemt7s0iNvi1oG5qzS2VS Scale = 1:13.7 1 2 5 3 42x4 2x4 1-7-0 1-7-0 -1-0-0 1-0-0 1-7-0 1-7-0 1-1-02-1-111-8-72-1-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=150/0-3-8, 3=22/Mechanical, 4=12/Mechanical Max Horz 5=75(LC 6) Max Uplift 5=-12(LC 6), 3=-24(LC 6), 4=-9(LC 6) Max Grav 5=150(LC 1), 3=22(LC 1), 4=27(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J11 Truss Type Jack-Open Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704248 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-4uP8UYx5wK0LiuzgmJXm3RBqbHT8l9d2xgXqdGzS2VR Scale = 1:13.1 1 2 5 3 42x4 2x4 1-4-13 1-4-13 -1-0-0 1-0-0 1-4-13 1-4-13 1-1-02-0-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=146/0-3-8, 3=14/Mechanical, 4=9/Mechanical Max Horz 5=71(LC 6) Max Uplift 5=-12(LC 6), 3=-20(LC 6), 4=-12(LC 6) Max Grav 5=146(LC 1), 3=14(LC 1), 4=24(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J12 Truss Type Jack-Open Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704249 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-4uP8UYx5wK0LiuzgmJXm3RBpjHSdl9d2xgXqdGzS2VR Scale: 3/4"=1' 1 2 5 3 4 2x4 3x4 1-7-1 1-7-1 -1-0-0 1-0-0 1-7-1 1-7-1 1-3-02-6-142-1-12-6-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=150/0-3-8, 3=22/Mechanical, 4=12/Mechanical Max Horz 5=93(LC 6) Max Uplift 3=-34(LC 6), 4=-19(LC 6) Max Grav 5=150(LC 1), 3=22(LC 1), 4=28(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss J13 Truss Type Jack-Open Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704250 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Y4zWhuyjgd8CJ1YsJ02?bek?LhpNUctCAKHN9izS2VQ Scale = 1:13.1 1 2 5 3 42x4 2x4 1-4-13 1-4-13 -1-0-0 1-0-0 1-4-13 1-4-13 1-1-02-0-31-7-02-0-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=146/0-3-8, 3=14/Mechanical, 4=9/Mechanical Max Horz 5=71(LC 6) Max Uplift 5=-12(LC 6), 3=-20(LC 6), 4=-12(LC 6) Max Grav 5=146(LC 1), 3=14(LC 1), 4=24(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss M01 Truss Type Monopitch Qty 6 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704251 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Y4zWhuyjgd8CJ1YsJ02?bekr0hiuUctCAKHN9izS2VQ Scale = 1:16.4 1 2 3 4 5 2x4 2x4 3x6 3x4 3x4 6-9-8 6-9-8 -1-0-0 1-0-0 6-9-8 6-9-8 0-8-82-8-43.50 12 Plate Offsets (X,Y)-- [2:0-4-6,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.72 0.46 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.00 (loc) 2-5 2-5 5 l/defl >669 >268 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-5-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=263/Mechanical, 2=332/0-3-0 Max Horz 2=76(LC 5) Max Uplift 5=-27(LC 6), 2=-51(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss M02 Truss Type Monopitch Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704252 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-0GXvvEzLRxG3xB72tjZE8sH0D517D37LP_0wh8zS2VP Scale = 1:16.3 1 2 3 4 3x6 3x4 3x4 2x4 2x4 6-9-8 6-9-8 6-9-8 6-9-8 0-8-82-8-43.50 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.76 0.46 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.00 (loc) 1-4 1-4 4 l/defl >669 >268 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-5-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=267/0-3-0, 4=267/Mechanical Max Horz 1=78(LC 5) Max Uplift 1=-17(LC 4), 4=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss M03 Truss Type Monopitch Qty 8 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704253 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-0GXvvEzLRxG3xB72tjZE8sH8Y56wD37LP_0wh8zS2VP Scale = 1:13.2 1 2 3 4 5 2x4 2x4 3x6 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-9-02-1-04.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-0-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=148/Mechanical, 2=224/0-3-8 Max Horz 2=57(LC 5) Max Uplift 5=-15(LC 6), 2=-43(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss M04 Truss Type Monopitch Qty 2 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704254 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-UT5H6Z_zCFOwZLiFRR4Th3pLLUUOyWNUdemUEbzS2VO Scale = 1:9.9 1 2 3 5 4 2x4 2x4 3x6 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-01-5-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=47/Mechanical, 5=161/0-3-8 Max Horz 5=40(LC 5) Max Uplift 4=-8(LC 5), 5=-49(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss M05 Truss Type Monopitch Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704255 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-UT5H6Z_zCFOwZLiFRR4Th3pM3UUJyWNUdemUEbzS2VO Scale = 1:9.9 1 2 4 3 3x6 2x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 0-9-01-5-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.05 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=70/Mechanical, 4=70/0-3-8 Max Horz 4=34(LC 5) Max Uplift 3=-10(LC 6), 4=-4(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss M06 Truss Type Monopitch Qty 4 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704256 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-yfefKv?bzYWnAVHR?8biDHMPWulbhzdesIV1m1zS2VN Scale = 1:14.8 1 2 3 4 5 2x4 2x4 3x6 3x4 5-9-8 5-9-8 -1-0-0 1-0-0 5-9-8 5-9-8 0-8-82-4-123.50 12 Plate Offsets (X,Y)-- [2:0-4-6,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.51 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.00 (loc) 2-5 2-5 5 l/defl >999 >435 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-11-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=222/Mechanical, 2=293/0-3-0 Max Horz 2=67(LC 5) Max Uplift 5=-23(LC 6), 2=-48(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T01 Truss Type Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704257 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-yfefKv?bzYWnAVHR?8biDHMNwucEhoSesIV1m1zS2VN Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 5x6 3x6 3x8 MT18HS3x8 3x6 3x4 3x4 3x4 3x8 3x6 5x6 3x8 MT18HS 12x12 12x12 10-3-0 10-3-0 20-11-8 10-8-8 31-8-0 10-8-8 41-11-0 10-3-0 -1-0-0 1-0-0 5-2-12 5-2-12 10-3-0 5-0-4 17-4-11 7-1-11 24-6-5 7-1-11 31-8-0 7-1-11 36-8-4 5-0-4 41-11-0 5-2-12 42-11-0 1-0-0 1-1-07-9-17-11-01-1-07-9-18.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-4], [2:0-1-12,0-1-3], [4:0-3-1,Edge], [8:0-3-1,Edge], [10:0-1-12,0-1-3], [10:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.68 0.94 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.71 0.17 (loc) 15-17 15-17 12 l/defl >999 >701 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,7-13,2-18,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13, 3-18, 9-12 REACTIONS.(lb/size)18=1734/0-3-8, 12=1734/0-3-8 Max Horz 18=-187(LC 4) Max Uplift 18=-61(LC 6), 12=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-599/53, 3-4=-2146/253, 4-5=-1730/247, 5-7=-2326/290, 7-8=-1730/247, 8-9=-2146/253, 9-10=-599/53, 2-18=-524/101, 10-12=-524/101 BOT CHORD 17-18=-226/1735, 15-17=-256/2273, 13-15=-215/2273, 12-13=-78/1735 WEBS 4-17=-16/761, 5-17=-857/228, 7-13=-857/228, 8-13=-16/761, 3-18=-1722/197, 9-12=-1722/197 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T02 Truss Type Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704258 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-QrC1XF?DkseeofsdYs6xmUvX_I0iQJDn5yFbITzS2VM Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 5x12 3x8 3x6 3x6 3x6 3x6 3x8 3x8 2x4 3x8 3x8 3x6 3x8 6x6 3x6 6x6 5x12 3x6 6-5-12 6-5-12 12-9-0 6-3-4 20-11-8 8-2-8 29-2-0 8-2-8 35-5-4 6-3-4 41-11-0 6-5-12 -1-0-0 1-0-0 6-5-12 6-5-12 12-9-0 6-3-4 20-11-8 8-2-8 29-2-0 8-2-8 35-5-4 6-3-4 41-11-0 6-5-12 42-11-0 1-0-0 1-1-09-5-19-7-01-1-09-5-18.00 12 Plate Offsets (X,Y)-- [5:0-8-8,0-1-12], [8:0-8-8,0-1-12], [14:0-2-8,0-1-8], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.72 0.66 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.42 0.12 (loc) 15-17 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-19,6-15,2-21,11-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-1 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 6-15 REACTIONS.(lb/size)21=1734/0-3-8, 13=1734/0-3-8 Max Horz 21=-226(LC 4) Max Uplift 21=-75(LC 6), 13=-75(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2261/215, 4-5=-2042/270, 5-6=-1624/268, 6-8=-1625/267, 8-9=-2042/270, 9-11=-2260/215, 2-21=-1655/202, 11-13=-1655/202 BOT CHORD 20-21=-219/376, 19-20=-168/1788, 17-19=-132/1948, 15-17=-132/1948, 14-15=-45/1786, 13-14=-21/380 WEBS 5-19=-6/664, 6-19=-597/177, 6-17=0/347, 6-15=-592/177, 8-15=-5/658, 2-20=-25/1424, 11-14=-24/1418 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T03 Truss Type Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704259 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-u2mPkb0sVAmVQpRq6ZeAIiRkxiMu9mzxJc_8qwzS2VL Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 6x8 6x8 3x6 3x8 3x8 3x6 3x8 3x8 3x4 3x8 3x6 3x8 4x10 3x8 3x8 4x10 7-8-12 7-8-12 15-3-0 7-6-4 26-8-0 11-5-0 34-2-4 7-6-4 41-11-0 7-8-12 -1-0-0 1-0-0 7-8-12 7-8-12 15-3-0 7-6-4 20-11-8 5-8-8 26-8-0 5-8-8 34-2-4 7-6-4 41-11-0 7-8-12 1-1-011-1-111-3-01-1-011-1-18.00 12 Plate Offsets (X,Y)-- [5:0-5-1,Edge], [7:0-5-1,Edge], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.58 0.67 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.92 0.09 (loc) 14-15 14-15 11 l/defl >999 >538 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-15,6-15,6-14,7-14: 2x4 SPF No.2, 2-18,10-11: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-7 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-15, 6-14, 9-14 REACTIONS.(lb/size)18=1732/0-3-8, 11=1651/Mechanical Max Horz 18=276(LC 5) Max Uplift 18=-90(LC 6), 11=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2224/213, 3-5=-1912/265, 5-6=-1486/269, 6-7=-1487/270, 7-9=-1914/265, 9-10=-2231/214, 2-18=-1642/210, 10-11=-1562/168 BOT CHORD 17-18=-254/424, 15-17=-133/1745, 14-15=-66/1575, 12-14=-63/1750, 11-12=-66/471 WEBS 3-15=-343/166, 5-15=-3/617, 6-15=-338/208, 6-14=-337/208, 7-14=-4/618, 9-14=-348/167, 2-17=-9/1332, 10-12=-3/1290 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T04 Truss Type Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704260 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-MEKoyx1UGTuL1y00gH9Prv_sA6jZuEj4YGkhNMzS2VK Scale = 1:75.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 5x8 6x10 3x6 3x8 3x6 3x6 3x6 3x4 3x8 3x6 3x6 4x10 3x8 4x10 3x6 8-11-12 8-11-12 17-9-0 8-9-4 24-2-0 6-5-0 32-11-4 8-9-4 41-11-0 8-11-12 -1-0-0 1-0-0 8-11-12 8-11-12 17-9-0 8-9-4 24-2-0 6-5-0 32-11-4 8-9-4 41-11-0 8-11-12 1-1-012-9-112-11-01-1-012-9-18.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [6:0-6-0,0-1-8], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.81 0.64 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.43 0.10 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2, 2-17,9-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-7 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1732/0-3-8, 10=1651/Mechanical Max Horz 17=315(LC 5) Max Uplift 17=-100(LC 6), 10=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2244/207, 4-5=-1783/274, 5-6=-1359/285, 6-7=-1784/274, 7-9=-2249/208, 2-17=-1639/208, 9-10=-1559/166 BOT CHORD 16-17=-306/516, 14-16=-78/1747, 13-14=-13/1358, 11-13=-43/1751, 10-11=-102/564 WEBS 4-16=0/250, 4-14=-504/182, 5-14=-22/525, 6-13=-14/525, 7-13=-508/183, 7-11=0/251, 2-16=0/1239, 9-11=0/1195 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 17=100. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T05 Truss Type Common Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704261 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-MEKoyx1UGTuL1y00gH9Prv_tt6g5uB14YGkhNMzS2VK Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 3x6 3x8 4x8 3x6 3x4 4x6 3x6 3x4 4x6 12x12 12x12 3x8 10-7-0 10-7-0 20-11-8 10-4-8 31-4-0 10-4-8 41-11-0 10-7-0 -1-0-0 1-0-0 7-1-8 7-1-8 14-0-8 6-11-0 20-11-8 6-11-0 27-10-8 6-11-0 34-9-8 6-11-0 41-11-0 7-1-8 1-1-015-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [2:0-1-12,0-1-3], [3:0-2-8,0-2-0], [9:0-2-8,0-2-0], [10:0-1-12,0-1-3], [11:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.76 0.80 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.56 0.14 (loc) 14-16 14-16 11 l/defl >999 >899 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-12,3-16: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-14, 5-14, 3-17, 9-11 REACTIONS.(lb/size)17=1735/0-3-8, 11=1664/Mechanical Max Horz 17=363(LC 5) Max Uplift 17=-106(LC 6), 11=-70(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-724/125, 3-5=-2117/261, 5-6=-1561/292, 6-7=-1561/292, 7-9=-2120/261, 9-10=-768/128, 2-17=-618/155, 10-11=-573/121 BOT CHORD 16-17=-147/1778, 14-16=-33/1537, 12-14=0/1538, 11-12=-67/1783 WEBS 6-14=-179/1188, 7-14=-621/214, 7-12=-34/467, 5-14=-619/214, 5-16=-34/465, 3-17=-1625/94, 9-11=-1584/91 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 17=106. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T06 Truss Type Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704262 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-rQuA9H261n0Cf6aCE_geO7X4qV1KdYAEnwTFvozS2VJ Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 6x6 5x12 3x6 3x6 3x4 3x6 3x6 3x8 3x4 3x6 3x6 3x6 12x12 12x12 3x6 9-6-0 9-6-0 18-9-8 9-3-8 23-1-8 4-4-0 32-5-0 9-3-8 41-11-0 9-6-0 -1-0-0 1-0-0 6-4-13 6-4-13 12-7-3 6-2-5 18-9-8 6-2-5 23-1-8 4-4-0 29-3-13 6-2-5 35-6-3 6-2-5 41-11-0 6-4-13 1-1-013-5-613-7-51-1-013-5-68.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [2:0-1-12,0-1-3], [3:0-2-8,0-1-8], [6:0-3-1,Edge], [7:0-5-8,0-3-4], [10:0-2-8,0-1-8], [11:0-1-12,0-1-3], [12:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.62 0.73 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.59 0.14 (loc) 13-15 13-15 12 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,5-18,8-13,10-13,3-19,10-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-8 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 7-16, 7-15, 8-15, 3-19, 10-12 REACTIONS.(lb/size)19=1735/0-3-8, 12=1664/Mechanical Max Horz 19=328(LC 5) Max Uplift 19=-100(LC 6), 12=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-671/118, 3-5=-2144/257, 5-6=-1672/291, 6-7=-1314/283, 7-8=-1671/291, 8-10=-2149/258, 10-11=-712/121, 2-19=-580/146, 11-12=-533/111 BOT CHORD 18-19=-130/1776, 16-18=-31/1598, 15-16=0/1313, 13-15=0/1600, 12-13=-76/1782 WEBS 5-18=-24/403, 5-16=-524/190, 6-16=-58/550, 7-15=-79/562, 8-15=-528/190, 8-13=-25/406, 3-19=-1683/95, 10-12=-1646/93 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T07 Truss Type Roof Special Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704263 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-JdSYNd2ko583HG9OniBtwK39gvMHM?lN0aDoREzS2VI Scale = 1:77.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x6 5x6 5x8 3x6 3x6 3x4 4x8 3x6 4x8 3x8 3x6 3x8 12x12 3x8 4x10 3x6 2x4 6-3-8 6-3-8 12-4-8 6-1-0 20-7-8 8-3-0 25-7-8 5-0-0 33-8-0 8-0-8 41-11-0 8-3-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 20-7-8 2-2-0 25-7-8 5-0-0 33-8-0 8-0-8 41-11-0 8-3-0 1-1-011-9-613-4-111-1-011-9-68.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [2:0-1-12,0-1-3], [3:0-3-4,0-2-0], [7:0-3-0,0-1-14], [8:0-4-12,0-2-0], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 1.00 0.75 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.43 0.12 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 219 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,6-16,7-16,7-15,8-15: 2x4 SPF No.2, 2-20: 2x4 SPF-S Stud 11-12: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 7-16, 7-15, 10-15, 3-20 REACTIONS.(lb/size)20=1728/0-3-8, 12=1658/Mechanical Max Horz 20=326(LC 5) Max Uplift 20=-98(LC 6), 12=-85(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-623/162, 3-5=-2040/243, 5-6=-1607/281, 6-7=-1746/327, 7-8=-1438/276, 8-10=-1864/267, 10-11=-2254/203, 2-20=-552/169, 11-12=-1572/160 BOT CHORD 19-20=-116/1779, 18-19=-116/1779, 16-18=-21/1615, 15-16=0/1487, 13-15=-47/1763, 12-13=-91/501 WEBS 3-18=-254/122, 5-18=0/397, 5-16=-576/159, 6-16=-229/1503, 7-16=-958/224, 8-15=0/550, 10-15=-433/158, 3-20=-1738/31, 11-13=0/1271 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T08 Truss Type Roof Special Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704264 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-np0waz3MZOGwuQkbLPi6TYcQbJln5ZkWEEyM_hzS2VH Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x6 5x12 5x6 3x6 3x6 3x6 3x6 3x8 3x4 3x6 4x8 2x4 3x8 3x6 3x8 4x10 3x6 4x10 3x6 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 23-1-8 4-8-0 28-1-8 5-0-0 34-11-0 6-9-8 41-11-0 7-0-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 23-1-8 4-8-0 28-1-8 5-0-0 34-11-0 6-9-8 41-11-0 7-0-0 1-1-010-1-613-4-111-1-010-1-68.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-1-14], [8:0-3-1,Edge], [13:0-2-8,0-1-8], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.54 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.11 (loc) 16 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,6-17,7-17,7-14: 2x4 SPF No.2, 2-21,11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-11 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-17, 7-17, 7-14, 9-14 REACTIONS.(lb/size)21=1733/0-3-8, 12=1657/Mechanical Max Horz 21=326(LC 5) Max Uplift 21=-101(LC 6), 12=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2225/188, 4-5=-2027/243, 5-6=-1679/291, 6-7=-1651/297, 7-8=-1553/258, 8-9=-1978/256, 9-11=-2253/198, 2-21=-1659/187, 11-12=-1578/154 BOT CHORD 20-21=-295/395, 19-20=-113/1763, 17-19=-23/1604, 16-17=0/1724, 14-16=0/1724, 13-14=-59/1778, 12-13=-68/419 WEBS 5-19=0/349, 5-17=-552/168, 6-17=-209/1420, 7-17=-964/185, 7-14=-373/53, 8-14=-13/639, 9-14=-309/133, 2-20=-16/1459, 11-13=-0/1371 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 21=101. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T09 Truss Type Roof Special Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704265 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-np0waz3MZOGwuQkbLPi6TYcPYJfs5SpWEEyM_hzS2VH Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x6 5x12 5x8 12x12 3x6 3x4 3x6 3x6 4x8 3x6 3x4 3x6 4x6 5x6 3x6 8-8-3 8-8-3 18-5-8 9-9-5 25-7-8 7-2-0 30-7-8 5-0-0 41-11-0 11-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 25-7-8 7-2-0 30-7-8 5-0-0 36-2-0 5-6-8 41-11-0 5-9-0 1-1-08-5-613-4-111-1-08-5-68.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [7:0-6-0,0-1-14], [8:0-4-0,0-1-9], [10:Edge,0-3-0], [10:0-1-12,0-1-3], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.61 0.92 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.73 0.15 (loc) 11-12 11-12 11 l/defl >999 >685 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,6-15,7-15: 2x4 SPF No.2, 2-18,10-11: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-12 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-15, 6-15, 7-15, 7-14, 3-18, 9-11 REACTIONS.(lb/size)18=1735/0-3-8, 11=1664/Mechanical Max Horz 18=325(LC 5) Max Uplift 18=-98(LC 6), 11=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-638/131, 3-5=-2171/264, 5-6=-1699/285, 6-7=-1728/278, 7-8=-2018/269, 8-9=-2108/235, 9-10=-783/19, 2-18=-559/153, 10-11=-538/49 BOT CHORD 17-18=-124/1782, 15-17=-32/1601, 14-15=-35/2024, 12-14=0/1684, 11-12=-96/1758 WEBS 5-17=-42/381, 5-15=-515/189, 6-15=-168/1373, 7-15=-1047/202, 7-14=-478/111, 8-14=-71/654, 8-12=0/343, 3-18=-1725/74, 9-11=-1580/218 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T10 Truss Type Roof Special Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704266 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-F?ZIoJ4_KiOnWaJnv6DL?l9WUj26qvXgTuivW7zS2VG Scale = 1:76.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x6 5x8 5x8 4x10 3x6 4x6 3x6 3x6 4x8 4x8 5x8 3x6 4x6 5x8 4x6 3x6 9-6-3 9-6-3 18-5-8 8-11-5 28-1-8 9-8-0 33-1-8 5-0-0 41-11-0 8-9-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 23-3-8 4-10-0 28-1-8 4-10-0 33-1-8 5-0-0 41-11-0 8-9-8 1-1-06-9-613-4-111-1-06-9-68.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-8,0-1-8], [8:0-4-0,0-1-14], [9:0-4-0,0-1-9], [10:0-4-8,0-1-8], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.85 0.73 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.72 0.13 (loc) 13-15 13-15 11 l/defl >999 >689 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,6-15,7-15,7-13,2-18: 2x4 SPF No.2, 10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-3 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-15, 7-15, 8-13, 3-18 REACTIONS.(lb/size)18=1731/0-3-8, 11=1661/Mechanical Max Horz 18=325(LC 5) Max Uplift 18=-98(LC 6), 11=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-675/102, 3-5=-2133/253, 5-6=-1697/284, 6-7=-1669/291, 7-8=-2870/369, 8-9=-2343/252, 9-10=-2273/211, 2-18=-579/136, 10-11=-1563/172 BOT CHORD 17-18=-131/1768, 15-17=-30/1604, 13-15=0/1730, 12-13=-46/1773, 11-12=-128/643 WEBS 5-17=-29/364, 5-15=-526/190, 6-15=-206/1437, 7-15=-919/220, 7-13=-160/1348, 8-13=-1802/261, 9-13=-32/927, 3-18=-1668/111, 10-12=-13/1137 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T11 Truss Type Roof Special Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704267 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-jC7h?e5c50We8kuzTqkaYzhow7OYZQ3piYRS2ZzS2VF Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 5x6 5x12 5x6 4x10 3x6 3x6 3x6 3x8 3x4 3x6 4x8 3x6 4x6 2x4 4x10 4x10 3x6 3x6 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-6-8 6-1-0 30-7-8 6-1-0 35-7-8 5-0-0 41-11-0 6-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-6-8 6-1-0 30-7-8 6-1-0 35-7-8 5-0-0 41-11-0 6-3-8 1-1-05-1-613-4-111-1-05-1-68.00 12 Plate Offsets (X,Y)-- [8:0-6-0,0-1-14], [9:0-3-1,Edge], [15:0-2-8,0-2-0], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.42 0.72 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.48 0.14 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,6-16,7-16: 2x4 SPF No.2, 2-20,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-4 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 7-16, 8-15, 8-12 REACTIONS.(lb/size)20=1733/0-3-8, 11=1657/Mechanical Max Horz 20=326(LC 5) Max Uplift 20=-101(LC 6), 11=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2225/185, 4-5=-2027/240, 5-6=-1679/287, 6-7=-1680/288, 7-8=-2362/263, 8-9=-1768/202, 9-10=-2242/195, 2-20=-1659/185, 10-11=-1583/153 BOT CHORD 19-20=-292/396, 18-19=-113/1763, 16-18=-23/1603, 15-16=-5/1876, 13-15=-132/2779, 12-13=-131/2781, 11-12=-69/367 WEBS 5-18=0/345, 5-16=-551/169, 6-16=-193/1384, 7-16=-1004/193, 7-15=-27/852, 8-15=-1158/163, 8-12=-1403/93, 9-12=0/847, 2-19=-14/1460, 10-12=-5/1436 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 20=101. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T12 Truss Type Roof Special Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704268 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-jC7h?e5c50We8kuzTqkaYzhlv7LJZLZpiYRS2ZzS2VF Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x6 3x6 6x8 5x8 3x6 3x4 3x6 3x6 4x8 3x6 4x6 5x12 4x8 3x8 3x8 4x8 3x4 3x8 MT18HS 8-5-4 8-5-4 18-5-8 10-0-4 25-9-8 7-4-0 33-1-8 7-4-0 38-1-8 5-0-0 41-11-0 3-9-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 25-9-8 7-4-0 33-1-8 7-4-0 38-1-8 5-0-0 41-11-0 3-9-8 1-1-03-5-613-4-111-1-03-5-68.00 12 Plate Offsets (X,Y)-- [9:0-6-0,0-1-14], [10:0-5-1,Edge], [13:0-2-8,0-1-8], [14:0-2-8,0-2-0], [16:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.62 0.92 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.78 0.16 (loc) 17-19 17-19 12 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,6-17,7-17: 2x4 SPF No.2, 9-16: 2x4 SPF-S Stud 2-20,11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-12 max.): 9-10. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-17, 7-17, 9-16, 3-20 REACTIONS.(lb/size)20=1733/0-3-8, 12=1657/Mechanical Max Horz 20=326(LC 5) Max Uplift 20=-101(LC 6), 12=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-587/137, 3-5=-2152/262, 5-6=-1686/281, 6-7=-1716/276, 7-9=-2563/253, 9-10=-3515/299, 10-11=-2077/173, 2-20=-536/158, 11-12=-1608/137 BOT CHORD 19-20=-120/1755, 17-19=-33/1584, 16-17=-30/2029, 14-16=-215/3549, 13-14=-79/1705 WEBS 5-19=-44/373, 5-17=-507/192, 6-17=-169/1358, 7-17=-1057/207, 7-16=0/813, 9-16=-1660/202, 9-14=-1071/168, 10-14=-156/2167, 10-13=-336/60, 3-20=-1754/60, 11-13=-61/1575 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 20=101. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T13 Truss Type Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704269 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-BOh3C_6FsJfVluTA0XGp5AEvPWkNIv_zwCB0a0zS2VE Scale = 1:67.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 5x8 3x8 3x6 3x8 3x4 2x4 3x8 3x8 3x4 3x6 4x10 4x10 3x6 5x8 3x6 10-3-0 10-3-0 18-5-8 8-2-8 26-8-0 8-2-8 36-11-0 10-3-0 -1-0-0 1-0-0 5-2-12 5-2-12 10-3-0 5-0-4 18-5-8 8-2-8 26-8-0 8-2-8 31-8-4 5-0-4 36-11-0 5-2-12 37-11-0 1-0-0 1-1-07-9-17-11-01-1-07-9-18.00 12 Plate Offsets (X,Y)-- [4:0-4-12,0-2-0], [7:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.74 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.12 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-12: 2x4 SPF No.2, 2-17,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-6 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-12, 3-17, 8-11 REACTIONS.(lb/size)17=1532/0-3-8, 11=1532/0-3-8 Max Horz 17=-188(LC 4) Max Uplift 17=-67(LC 6), 11=-67(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-582/42, 3-4=-1800/225, 4-5=-1448/226, 5-7=-1450/225, 7-8=-1801/225, 8-9=-586/43, 2-17=-507/98, 9-11=-512/99 BOT CHORD 16-17=-182/1463, 14-16=-160/1840, 12-14=-160/1840, 11-12=-49/1461 WEBS 4-16=0/587, 5-16=-617/175, 5-14=0/313, 5-12=-612/174, 7-12=0/581, 3-17=-1415/179, 8-11=-1407/178 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T14 Truss Type Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704270 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-faFRQK6tddnMN12MaFn2dOn8cw6J1Oo69swZ7SzS2VD Scale = 1:67.3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x6 5x6 3x6 3x6 3x6 3x6 3x6 3x8 3x4 3x8 3x6 3x6 4x10 3x6 4x10 3x6 6-5-12 6-5-12 12-9-0 6-3-4 24-2-0 11-5-0 30-5-4 6-3-4 36-11-0 6-5-12 -1-0-0 1-0-0 6-5-12 6-5-12 12-9-0 6-3-4 18-5-8 5-8-8 24-2-0 5-8-8 30-5-4 6-3-4 36-11-0 6-5-12 37-11-0 1-0-0 1-1-09-5-19-7-01-1-09-5-18.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [7:0-3-1,Edge], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.63 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.95 0.07 (loc) 14-17 14-17 12 l/defl >999 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-14: 2x4 SPF No.2, 2-19,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-14 REACTIONS.(lb/size)19=1532/0-3-8, 12=1532/0-3-8 Max Horz 19=-226(LC 4) Max Uplift 19=-79(LC 6), 12=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1925/190, 4-5=-1709/228, 5-6=-1340/231, 6-7=-1340/231, 7-8=-1709/228, 8-10=-1925/190, 2-19=-1447/190, 10-12=-1447/190 BOT CHORD 18-19=-202/349, 17-18=-125/1511, 14-17=-75/1451, 13-14=-22/1511, 12-13=-3/349 WEBS 5-17=-2/559, 6-17=-328/191, 6-14=-328/191, 7-14=-2/559, 2-18=-22/1174, 10-13=-22/1174 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T15 Truss Type Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704271 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-7mppdg7VNxvD?BdY8yIHAbJHUKTjmsOFOWg6fuzS2VC Scale = 1:68.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x8 6x8 3x6 3x8 3x6 3x6 3x6 3x4 3x8 3x6 3x6 4x10 3x8 4x10 3x6 7-8-12 7-8-12 15-3-0 7-6-4 21-8-0 6-5-0 29-2-4 7-6-4 36-11-0 7-8-12 -1-0-0 1-0-0 7-8-12 7-8-12 15-3-0 7-6-4 21-8-0 6-5-0 29-2-4 7-6-4 36-11-0 7-8-12 37-11-0 1-0-0 1-1-011-1-111-3-01-1-011-1-18.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [6:0-5-1,Edge], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.53 0.49 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.26 0.08 (loc) 16-17 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-14,6-14: 2x4 SPF No.2, 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-9 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-14, 7-14 REACTIONS.(lb/size)18=1532/0-3-8, 11=1532/0-3-8 Max Horz 18=-265(LC 4) Max Uplift 18=-90(LC 6), 11=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1953/182, 4-5=-1582/242, 5-6=-1211/250, 6-7=-1582/241, 7-9=-1953/182, 2-18=-1449/186, 9-11=-1449/186 BOT CHORD 17-18=-253/419, 16-17=-61/1520, 14-16=-16/1211, 12-14=-1/1520, 11-12=-39/420 WEBS 4-16=-405/157, 5-16=-15/462, 6-14=-5/462, 7-14=-404/157, 2-17=0/1109, 9-12=0/1108 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T16 Truss Type Common Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704272 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-7mppdg7VNxvD?BdY8yIHAbJKnKQ5ml9FOWg6fuzS2VC Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x6 5x6 3x6 3x6 3x8 3x6 3x6 3x4 3x6 3x6 3x4 3x8 4x8 4x8 3x8 3x6 9-4-0 9-4-0 18-5-8 9-1-8 27-7-0 9-1-8 36-11-0 9-4-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-6-8 6-1-0 30-7-8 6-1-0 36-11-0 6-3-8 37-11-0 1-0-0 1-1-013-4-111-1-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.66 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.10 (loc) 13-15 13-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15,7-15,5-15: 2x4 SPF No.2, 2-18,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 5-15, 4-18, 8-12 REACTIONS.(lb/size)18=1532/0-3-8, 12=1532/0-3-8 Max Horz 18=-316(LC 4) Max Uplift 18=-99(LC 6), 12=-99(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-594/107, 4-5=-1807/227, 5-6=-1350/257, 6-7=-1350/257, 7-8=-1807/227, 8-10=-594/107, 2-18=-536/142, 10-12=-536/142 BOT CHORD 17-18=-111/1500, 15-17=-14/1320, 13-15=0/1320, 12-13=-15/1500 WEBS 6-15=-158/1020, 7-15=-529/189, 7-13=-29/382, 5-15=-529/189, 5-17=-29/382, 4-18=-1415/79, 8-12=-1415/79 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T17 Truss Type Common Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704273 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-czNBr0878E14cLCligpWipsNekkoVJXPdAPgBLzS2VB Scale = 1:65.8 1 2 3 4 5 6 7 8 9 13 12 11 10 3x6 4x6 3x6 3x6 3x8 3x4 3x4 3x6 6x8 6x8 3x6 11-11-0 11-11-0 23-10-0 11-11-0 -1-0-0 1-0-0 6-0-12 6-0-12 11-11-0 5-10-4 17-9-4 5-10-4 23-10-0 6-0-12 24-10-0 1-0-0 1-3-011-2-31-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.89 0.82 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.67 0.03 (loc) 11-13 10-11 10 l/defl >999 >420 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-11,2-13,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11, 4-11, 4-13, 6-10 REACTIONS.(lb/size)13=1010/0-3-8, 10=1010/0-5-8 Max Horz 13=-267(LC 4) Max Uplift 13=-66(LC 6), 10=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-614/90, 4-5=-823/173, 5-6=-823/173, 6-8=-614/90, 2-13=-533/129, 8-10=-533/129 BOT CHORD 11-13=-66/702, 10-11=0/702 WEBS 5-11=-90/598, 4-13=-508/81, 6-10=-508/81 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T18 Truss Type Common Qty 3 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704274 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-czNBr0878E14cLCligpWipsROkupVOcPdAPgBLzS2VB Scale = 1:39.3 1 2 3 4 5 8 7 6 4x6 3x4 3x8 3x4 3x12 5x6 -0-5-8 0-5-8 5-4-0 5-4-0 11-1-8 5-9-8 -0-5-8 0-5-8 5-4-0 5-4-0 11-1-8 5-9-8 12-1-8 1-0-0 1-3-06-0-151-3-010.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.58 0.18 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=505/0-3-8, 8=467/0-5-8 Max Horz 8=-158(LC 4) Max Uplift 6=-48(LC 7), 8=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-399/86, 3-4=-413/83, 2-8=-415/84, 4-6=-446/111 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T22 Truss Type Common Qty 3 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704275 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-49xa2M9lvY9xEVmxFNKlF0OZE85dEgLYrq9DjnzS2VA Scale = 1:53.1 1 2 3 4 5 6 7 11 10 9 8 3x6 4x6 3x6 3x8 3x8 3x4 3x4 3x6 6x8 6x8 11-1-8 11-1-8 22-3-0 11-1-8 -1-0-0 1-0-0 5-8-0 5-8-0 11-1-8 5-5-8 16-7-0 5-5-8 22-3-0 5-8-0 1-3-010-6-41-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.77 0.72 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.52 0.03 (loc) 9-11 8-9 8 l/defl >999 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,7-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=949/0-3-8, 8=877/0-3-8 Max Horz 11=263(LC 5) Max Uplift 11=-63(LC 6), 8=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-538/88, 4-5=-764/162, 5-6=-764/162, 6-7=-551/80, 2-11=-484/125, 7-8=-438/83 BOT CHORD 9-11=-75/647, 8-9=0/651 WEBS 5-9=-85/552, 4-11=-497/70, 6-8=-460/77 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T23 Truss Type Common Qty 3 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704276 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-YLVyGi9NgsHosfL7p5r_nExlgXZ5zH2i4UunGDzS2V9 Scale = 1:38.6 1 2 3 4 7 6 5 6x6 4x6 3x4 3x4 3x8 6x6 5-9-8 5-9-8 11-7-0 5-9-8 5-9-8 5-9-8 11-7-0 5-9-8 12-7-0 1-0-0 1-3-06-0-151-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.73 0.19 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 6-7 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=448/0-5-8, 5=524/0-3-8 Max Horz 7=-159(LC 4) Max Uplift 7=-13(LC 6), 5=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-438/81, 2-3=-439/82, 1-7=-390/69, 3-5=-466/109 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T24 Truss Type Common Qty 5 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704277 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-YLVyGi9NgsHosfL7p5r_nExkrXS8z6vi4UunGDzS2V9 Scale = 1:53.9 1 2 3 4 5 6 7 11 10 9 8 3x6 4x6 3x6 3x8 3x4 3x8 3x4 3x6 6x8 6x6 11-1-8 11-1-8 21-11-8 10-10-0 22-3-0 0-3-8 -1-0-0 1-0-0 5-8-0 5-8-0 11-1-8 5-5-8 16-5-4 5-3-12 21-11-8 5-6-4 22-3-0 0-3-8 1-3-010-6-40-3-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.78 0.70 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.53 0.03 (loc) 9-11 9-11 8 l/defl >999 >491 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,7-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=937/0-3-8, 8=865/0-3-8 Max Horz 11=266(LC 5) Max Uplift 11=-63(LC 6), 8=-27(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-542/86, 4-5=-747/161, 5-6=-743/163, 6-7=-436/91, 2-11=-484/123, 7-8=-372/87 BOT CHORD 9-11=-80/635, 8-9=0/614 WEBS 5-9=-86/535, 4-11=-480/71, 6-8=-529/62 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T25 Truss Type Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704278 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-0Y2KT2A?R9PeTpwJNoNDKRUvUxn1ig0rJ8eKofzS2V8 Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 6x10 6x10 3x6 3x8 3x6 3x6 3x6 3x4 3x4 3x6 3x6 4x10 3x8 4x10 3x6 8-11-12 8-11-12 17-9-0 8-9-4 19-2-0 1-5-0 27-11-4 8-9-4 36-11-0 8-11-12 -1-0-0 1-0-0 8-11-12 8-11-12 17-9-0 8-9-4 19-2-0 1-5-0 27-11-4 8-9-4 36-11-0 8-11-12 37-11-0 1-0-0 1-1-012-9-112-11-01-1-012-9-18.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [6:0-6-0,0-1-8], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.79 0.72 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.45 0.07 (loc) 15-17 15-17 11 l/defl >999 >967 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2, 2-18,9-11: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 7-14 REACTIONS.(lb/size)18=1531/0-3-8, 11=1531/0-3-8 Max Horz 18=305(LC 5) Max Uplift 18=-100(LC 6), 11=-100(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1933/177, 4-5=-1448/243, 5-6=-1080/260, 6-7=-1448/243, 7-9=-1933/177, 2-18=-1440/189, 9-11=-1440/189 BOT CHORD 17-18=-261/502, 15-17=-64/1488, 14-15=0/1080, 12-14=0/1488, 11-12=-55/502 WEBS 4-17=0/272, 4-15=-573/189, 5-15=-32/437, 6-14=-32/437, 7-14=-573/189, 7-12=0/272, 2-17=0/992, 9-12=0/992 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T26 Truss Type Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704279 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-UkcihNBeCTXV5yVWxVuStf06XL6LR3a?YoNtK6zS2V7 Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x6 5x6 3x6 3x8 3x4 4x6 3x6 3x6 3x6 3x6 3x4 4x6 12x12 12x12 3x8 10-2-12 10-2-12 20-3-0 10-0-4 21-8-0 1-5-0 31-8-4 10-0-4 41-11-0 10-2-12 -1-0-0 1-0-0 6-10-11 6-10-11 13-6-13 6-8-3 20-3-0 6-8-3 21-8-0 1-5-0 28-4-3 6-8-3 35-0-5 6-8-3 41-11-0 6-10-11 1-1-014-5-114-7-01-1-014-5-18.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [2:0-1-12,0-1-3], [3:0-2-8,0-2-0], [6:0-3-1,Edge], [7:0-3-1,Edge], [10:0-2-8,0-2-0], [11:0-1-12,0-1-3], [12:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.70 0.78 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.57 0.14 (loc) 13-15 13-15 12 l/defl >999 >872 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-0 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-16, 7-15, 8-15, 3-19, 10-12 REACTIONS.(lb/size)19=1735/0-3-8, 12=1664/Mechanical Max Horz 19=351(LC 5) Max Uplift 19=-104(LC 6), 12=-68(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-688/120, 3-5=-2127/259, 5-6=-1605/294, 6-7=-1239/288, 7-8=-1605/294, 8-10=-2130/260, 10-11=-731/123, 2-19=-594/151, 11-12=-549/116 BOT CHORD 18-19=-142/1778, 16-18=-33/1558, 15-16=0/1239, 13-15=0/1560, 12-13=-70/1784 WEBS 5-18=-33/448, 5-16=-612/214, 6-16=-82/584, 7-15=-82/585, 8-15=-614/214, 8-13=-34/449, 3-19=-1664/94, 10-12=-1624/91 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 19=104. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T28 Truss Type Half Hip Qty 3 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704280 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-UkcihNBeCTXV5yVWxVuStf0B7LGiRAO?YoNtK6zS2V7 Scale = 1:33.9 1 2 3 4 7 6 5 4x8 3x4 2x4 3x4 3x6 3x6 4-10-6 4-10-6 6-0-0 1-1-10 -1-0-0 1-0-0 4-10-6 4-10-6 6-0-0 1-1-10 1-3-05-1-145-3-115-1-144-10-610.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.18 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=192/Mechanical, 7=306/0-3-8, 4=31/Mechanical Max Horz 7=158(LC 5) Max Uplift 5=-47(LC 5), 7=-24(LC 6), 4=-13(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-265/90 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 4. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T30 Truss Type Common Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704281 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-ywA4ujCGznfMj64iUDPhPsZJAlbcAf?8mS7RsYzS2V6 Scale = 1:34.4 1 2 3 4 7 6 5 5x6 4x6 3x4 3x4 3x8 5x6 4-11-8 4-11-8 9-11-0 4-11-8 4-11-8 4-11-8 9-11-0 4-11-8 10-11-0 1-0-0 1-3-05-4-91-3-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.52 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6-7 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=381/0-5-8, 5=458/0-5-8 Max Horz 7=-143(LC 4) Max Uplift 7=-11(LC 7), 5=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-363/74, 2-3=-364/75, 1-7=-331/62, 3-5=-408/102 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T31 Truss Type Roof Special Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704282 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-ywA4ujCGznfMj64iUDPhPsZCZlTuAQl8mS7RsYzS2V6 Scale = 1:78.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x6 3x6 6x8 5x6 3x6 3x4 3x6 3x6 4x8 3x6 4x6 5x12 4x10 3x8 12x12 3x4 3x16 MT18HS 9-4-0 9-4-0 18-5-8 9-1-8 26-8-0 8-2-8 34-10-7 8-2-8 39-10-7 5-0-0 41-11-0 2-0-9 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 26-8-0 8-2-8 34-10-7 8-2-8 39-10-7 5-0-0 41-11-0 2-0-9 1-1-02-3-713-4-111-1-02-3-78.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [2:0-1-12,0-1-3], [3:0-2-8,0-1-8], [9:0-6-0,0-1-14], [10:0-5-1,Edge], [13:0-2-8,0-1-8], [14:0-3-8,0-2-0], [16:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 1.00 0.70 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.83 0.16 (loc) 14-16 14-16 12 l/defl >999 >601 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,5-19,7-16,10-13,3-20,11-13: 2x3 SPF No.2 9-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-3-9 max.): 9-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-17, 7-17, 9-16, 3-20 REACTIONS.(lb/size)20=1735/0-3-8, 12=1664/Mechanical Max Horz 20=325(LC 5) Max Uplift 20=-98(LC 6), 12=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-657/108, 3-5=-2148/252, 5-6=-1697/281, 6-7=-1749/272, 7-9=-2747/247, 9-10=-4639/367, 10-11=-1787/142, 2-20=-569/140, 11-12=-1645/125 BOT CHORD 19-20=-129/1776, 17-19=-30/1604, 16-17=-49/2173, 14-16=-324/4726, 13-14=-79/1526 WEBS 5-19=-30/377, 5-17=-524/184, 6-17=-157/1347, 7-17=-1141/213, 7-16=0/825, 9-16=-2632/284, 9-14=-1221/191, 10-14=-252/3382, 10-13=-589/65, 3-20=-1697/101, 11-13=-78/1548 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T32 Truss Type Common Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704283 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Q7kT53Duk4nDLGfu2wwwy46W?9pjvwtH?6s_P_zS2V5 Scale = 1:67.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 3x6 3x6 3x8 3x6 3x6 3x4 3x6 3x6 3x4 4x6 4x8 4x8 4x6 3x6 9-4-0 9-4-0 18-5-8 9-1-8 27-7-0 9-1-8 36-11-0 9-4-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-6-8 6-1-0 30-7-8 6-1-0 36-11-0 6-3-8 1-1-013-4-111-1-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.66 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.10 (loc) 12-14 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-14,7-14,5-14: 2x4 SPF No.2, 2-17,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-14, 5-14, 4-17, 8-11 REACTIONS.(lb/size)17=1533/0-3-8, 11=1457/0-3-8 Max Horz 17=326(LC 5) Max Uplift 17=-99(LC 6), 11=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-594/107, 4-5=-1808/228, 5-6=-1353/257, 6-7=-1352/257, 7-8=-1813/228, 8-10=-643/112, 2-17=-537/142, 10-11=-489/106 BOT CHORD 16-17=-125/1502, 14-16=-28/1322, 12-14=0/1323, 11-12=-53/1508 WEBS 6-14=-158/1022, 7-14=-532/189, 7-12=-30/384, 5-14=-529/189, 5-16=-29/382, 4-17=-1417/80, 8-11=-1373/74 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T33 Truss Type Half Hip Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704284 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-uJIrJPDWVOv4yQE5ceR9UHeiAYHIeXvREmcYxRzS2V4 Scale = 1:34.4 1 2 3 4 7 6 5 4x8 3x4 2x4 3x4 3x6 3x6 4-11-10 4-11-10 6-0-0 1-0-6 -1-0-0 1-0-0 4-11-10 4-11-10 6-0-0 1-0-6 1-3-05-2-145-4-115-2-144-11-610.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.36 0.19 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=195/Mechanical, 7=306/0-3-8, 4=28/Mechanical Max Horz 7=160(LC 5) Max Uplift 5=-49(LC 5), 7=-23(LC 6), 4=-11(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-264/90 WEBS 3-5=-255/19 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 4. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss T35 Truss Type Common Qty 5 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704285 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-uJIrJPDWVOv4yQE5ceR9UHegZYCLeY2REmcYxRzS2V4 Scale = 1:25.9 1 2 3 4 5 8 7 6 4x8 4x8 4x8 2x4 7-0-12 7-0-12 14-1-8 7-0-12 -1-0-0 1-0-0 7-0-12 7-0-12 14-1-8 7-0-12 15-1-8 1-0-0 0-9-03-1-40-9-04.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [4:0-0-9,0-1-12], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.46 0.51 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SP 2400F 2.0E *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=622/0-3-8, 6=622/0-3-8 Max Horz 8=-32(LC 7) Max Uplift 8=-66(LC 6), 6=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-862/148, 3-4=-862/148, 2-8=-538/174, 4-6=-538/174 BOT CHORD 7-8=-52/752, 6-7=-52/752 WEBS 3-7=0/261 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704286 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-NVsDWlE8Gi1xaapHALyO1VBkKyYZNomaSPL5TtzS2V3 Scale = 1:76.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 5x10 MT18HS 4x8 4x8 5x10 MT18HS5x12 4x10 2x4 4x6 4x6 5x12 5x12 4x8 5x12 5x10 MT18HS 5x10 MT18HS 7-9-0 7-9-0 16-7-4 8-10-4 25-3-12 8-8-8 34-2-0 8-10-4 41-11-0 7-9-0 -1-0-0 1-0-0 7-9-0 7-9-0 16-7-4 8-10-4 25-3-12 8-8-8 34-2-0 8-10-4 41-11-0 7-9-0 42-11-0 1-0-0 1-1-06-1-16-3-01-1-06-1-18.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-14], [7:0-5-0,0-0-14], [10:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.91 0.51 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.30 -0.68 0.16 (loc) 13-14 13-14 10 l/defl >999 >727 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 252 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-5,5-7: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-16,6-11: 2x4 SPF 2100F 1.8E, 4-13,2-16,8-11: 2x4 SPF No.2 2-17,8-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-2 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 7-11-0 oc bracing. WEBS 1 Row at midpt 4-16, 4-13, 6-11 REACTIONS.(lb/size)17=3261/0-3-8, 10=3300/0-3-8 Max Horz 17=146(LC 4) Max Uplift 17=-822(LC 5), 10=-844(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4426/1175, 3-4=-3576/1016, 4-6=-5892/1699, 6-7=-3632/1042, 7-8=-4491/1203, 2-17=-2941/756, 8-10=-2981/776 BOT CHORD 16-17=-420/1128, 14-16=-1708/5869, 13-14=-1708/5869, 11-13=-1687/5892, 10-11=-317/1125 WEBS 3-16=-340/1734, 4-16=-2790/921, 4-14=0/679, 6-13=0/673, 6-11=-2753/901, 7-11=-317/1728, 2-16=-757/2523, 8-11=-792/2581 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=822, 10=844. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 115 lb up at 8-4-12, 100 lb down and 115 lb up at 10-4-12, 100 lb down and 115 lb up at 12-4-12, 100 lb down and 115 lb up at 14-4-12, 100 lb down and 115 lb up at 16-4-12, 100 lb down and 115 lb up at 18-4-12, 100 lb down and 115 lb up at 20-4-12, 100 lb down and 115 lb up at 22-4-12, 100 lb down and 115 lb up at 24-4-12, 100 lb down and 115 lb up at 26-4-12, 100 lb down and 115 lb up at 28-4-12, 100 lb down and 115 lb up at 30-4-12, and 100 lb down and 115 lb up at 32-4-12, and 107 lb down and 115 lb up at 33-6-4 on top chord, and 348 lb down and 142 lb up at 4-4-12, 172 lb down and 59 lb up at 6-4-12, 73 lb down at 8-4-12, 73 lb down at 10-4-12, 73 lb down at 12-4-12, 73 lb down at 14-4-12, 73 lb down at 16-4-12, 73 lb down at 18-4-12, 73 lb down at 20-4-12, 73 lb down at 22-4-12, 73 lb down at 24-4-12, 73 lb down at 26-4-12, 73 lb down at 28-4-12, 73 lb down at 30-4-12, 73 lb down at 32-4-12, 73 lb down at 33-6-4, and 172 lb down and 59 lb up at 35-6-4, and 348 lb down and 142 lb up at 37-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704286 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:54 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-NVsDWlE8Gi1xaapHALyO1VBkKyYZNomaSPL5TtzS2V3 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 4=-100(B) 14=-48(B) 18=-100(B) 19=-100(B) 20=-100(B) 21=-100(B) 22=-100(B) 23=-100(B) 24=-100(B) 25=-100(B) 26=-100(B) 27=-100(B) 28=-100(B) 29=-100(B) 30=-100(B) 31=-348(B) 32=-172(B) 33=-48(B) 34=-48(B) 35=-48(B) 36=-48(B) 37=-48(B) 38=-48(B) 39=-48(B) 40=-48(B) 41=-48(B) 42=-48(B) 43=-48(B) 44=-48(B) 45=-48(B) 46=-172(B) 47=-348(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704287 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-riQbk5Fm1?9oCkOTj3TdaikwxMuo6HGkh35e?JzS2V2 Scale = 1:66.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 12x18 MT18HS 3x8 4x8 5x8 5x12 3x6 6x6 3x6 5x12 4x10 4x8 4x10 12x18 MT18HS 5x8 7-9-0 7-9-0 18-5-8 10-8-8 29-2-0 10-8-8 36-11-0 7-9-0 -1-0-0 1-0-0 7-9-0 7-9-0 14-10-11 7-1-11 22-0-5 7-1-11 29-2-0 7-1-11 36-11-0 7-9-0 37-11-0 1-0-0 1-1-06-1-16-3-01-1-06-1-18.00 12 Plate Offsets (X,Y)-- [3:0-1-0,0-7-4], [7:0-1-0,0-7-4], [10:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.85 0.51 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.20 -0.51 0.10 (loc) 13 13-15 10 l/defl >999 >861 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 198 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-15,6-11,2-15,8-11: 2x4 SPF No.2, 2-16,8-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-8 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 8-11-11 oc bracing. WEBS 1 Row at midpt 4-15, 6-11 REACTIONS.(lb/size)16=2860/0-3-8, 10=2863/0-3-8 Max Horz 16=-147(LC 3) Max Uplift 16=-713(LC 5), 10=-715(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3806/966, 3-4=-3050/841, 4-6=-4555/1181, 6-7=-3053/842, 7-8=-3809/967, 2-16=-2566/644, 8-10=-2567/644 BOT CHORD 15-16=-412/1024, 13-15=-1305/4406, 11-13=-1276/4407, 10-11=-318/1028 WEBS 3-15=-275/1471, 4-15=-1799/685, 4-13=0/514, 6-13=0/512, 6-11=-1798/684, 7-11=-270/1467, 2-15=-614/2119, 8-11=-625/2117 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=713, 10=715. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 115 lb up at 8-4-12, 100 lb down and 115 lb up at 10-6-4, 100 lb down and 115 lb up at 12-6-4, 100 lb down and 115 lb up at 14-6-4, 100 lb down and 115 lb up at 16-6-4, 100 lb down and 115 lb up at 18-6-4, 100 lb down and 115 lb up at 20-6-4, 100 lb down and 115 lb up at 22-6-4, 100 lb down and 115 lb up at 24-6-4, and 100 lb down and 115 lb up at 26-6-4, and 107 lb down and 115 lb up at 28-6-4 on top chord, and 348 lb down and 142 lb up at 4-4-12, 175 lb down and 61 lb up at 6-6-4, 73 lb down at 8-4-12, 73 lb down at 10-6-4, 73 lb down at 12-6-4, 73 lb down at 14-6-4, 73 lb down at 16-6-4, 73 lb down at 18-6-4, 73 lb down at 20-6-4, 73 lb down at 22-6-4, 73 lb down at 24-6-4, 73 lb down at 26-6-4, 73 lb down at 28-6-4, and 172 lb down and 59 lb up at 30-6-4, and 348 lb down and 142 lb up at 32-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704287 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:55 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-riQbk5Fm1?9oCkOTj3TdaikwxMuo6HGkh35e?JzS2V2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 10-16=-20 Concentrated Loads (lb) Vert: 13=-48(F) 17=-100(F) 18=-100(F) 19=-100(F) 20=-100(F) 21=-100(F) 22=-100(F) 23=-100(F) 24=-100(F) 25=-100(F) 26=-100(F) 27=-100(F) 28=-348(F) 29=-175(F) 30=-48(F) 31=-48(F) 32=-48(F) 33=-48(F) 34=-48(F) 35=-48(F) 36=-48(F) 37=-48(F) 38=-48(F) 39=-48(F) 40=-172(F) 41=-348(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss TG03 Truss Type Common Girder Qty 1 Ply 2 112 Woods at Shelborne Job Reference (optional) I36704288 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-JuzzxRGOoJHfptzgHm?s6wGADmBlrn3twjqCYlzS2V1 Scale = 1:71.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617181920212223242526 27 3x6 5x10 MT18HS 3x6 5x12 6x8 12x12 4x10 8x8 4x10 8x8 5x12 5x12 5x12 6-1-4 6-1-4 11-11-0 5-9-12 17-8-12 5-9-12 23-10-0 6-1-4 -1-0-0 1-0-0 6-1-4 6-1-4 11-11-0 5-9-12 17-8-12 5-9-12 23-10-0 6-1-4 24-10-0 1-0-0 1-3-011-2-31-3-010.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-2-8], [8:0-5-12,0-2-8], [10:Edge,0-2-8], [11:0-3-8,0-5-8], [14:0-3-8,0-5-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.50 0.66 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.29 0.05 (loc) 11-12 11-12 10 l/defl >999 >966 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 341 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 5-12: 2x4 SPF 2100F 1.8E, 6-12,4-12: 2x4 SPF-S Stud 2-15,8-10: 2x10 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 4-12 REACTIONS.(lb/size)15=10822/0-3-8 (req. 0-4-8), 10=10865/0-5-8 Max Horz 15=-264(LC 11) Max Uplift 15=-638(LC 5), 10=-561(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-10521/622, 4-5=-7807/546, 5-6=-7806/546, 6-8=-10390/574, 2-15=-7726/499, 8-10=-7693/469 BOT CHORD 14-15=-409/3824, 12-14=-465/7980, 11-12=-334/7878, 10-11=-155/3460 WEBS 5-12=-570/9457, 6-12=-2794/257, 6-11=-125/3361, 4-12=-2938/311, 4-14=-195/3545, 2-14=-161/4229, 8-11=-195/4496 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=638, 10=561. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1644 lb down and 98 lb up at 1-6-0, 1637 lb down and 98 lb up at 2-10-12, 1637 lb down and 98 lb up at 4-10-12, 1641 lb down and 98 lb up at 6-10-12, 1644 lb down and 98 lb up at 8-10-12, 1637 lb down and 98 lb up at 10-10-12, 1638 lb down and 97 lb up at 12-10-12, 1644 lb down and 76 lb up at 14-10-12, 1644 lb down and 82 lb up at 16-10-12, 1644 lb down and 80 lb up at 18-10-12, and 1631 lb down and 72 lb up at 20-10-12, and 1634 lb down and 60 lb up at 22-10-12 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 April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss TG03 Truss Type Common Girder Qty 1 Ply 2 112 Woods at Shelborne Job Reference (optional) I36704288 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:56 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-JuzzxRGOoJHfptzgHm?s6wGADmBlrn3twjqCYlzS2V1 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, 10-15=-20 Concentrated Loads (lb) Vert: 16=-1644(B) 17=-1637(B) 18=-1637(B) 19=-1641(B) 20=-1644(B) 21=-1637(B) 22=-1638(B) 23=-1644(B) 24=-1644(B) 25=-1644(B) 26=-1631(B) 27=-1634(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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss TG04 Truss Type GABLE Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704289 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-n4XL9nG1ZdPWR1XsrUW5f7pHwAaQaI819Nal4CzS2V0 Scale = 1:82.4 1 2 3 4 5 6 7 89 13 12 11 10 39 40 41 42 43 44 45 46 3x6 4x6 3x6 4x6 3x8 4x6 4x6 5x8 3x6 2x4 2x4 2x4 2x4 3x8 2x4 2x4 2x4 2x4 3x6 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-0 11-11-0 23-10-0 11-11-0 -1-0-0 1-0-0 6-1-4 6-1-4 11-11-0 5-9-12 17-8-12 5-9-12 23-10-0 6-1-4 24-10-0 1-0-0 1-3-011-2-31-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.76 0.50 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.22 0.02 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 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* 5-11,8-10,2-13: 2x4 SPF No.2 14-15,15-16,16-17,17-18: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11, 4-11, 6-10, 4-13 REACTIONS.(lb/size)10=1010/0-5-8, 13=1007/0-3-8 Max Horz 13=-264(LC 11) Max Uplift 10=-119(LC 6), 13=-184(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-573/277, 4-5=-826/229, 5-6=-826/226, 6-8=-581/114, 8-10=-546/146, 2-13=-540/254 BOT CHORD 11-13=-136/708, 10-11=-37/708 WEBS 5-11=-165/611, 6-10=-494/144, 4-13=-502/78 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=119, 13=184. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 52 lb up at 2-0-8 on top chord, and 3 lb down and 16 lb up at 2-0-8, 2 lb down and 26 lb up at 3-3-12, 2 lb down and 26 lb up at 5-3-12, 2 lb down and 26 lb up at 7-3-12, 2 lb down and 26 lb up at 9-3-12, and 2 lb down and 26 lb up at 11-3-12, and 5 lb down and 19 lb up at 13-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 8-9=-60, 10-13=-20 Continued on page 2 April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss TG04 Truss Type GABLE Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704289 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:57 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-n4XL9nG1ZdPWR1XsrUW5f7pHwAaQaI819Nal4CzS2V0 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 40=1(F) 41=1(F) 42=1(F) 43=1(F) 44=1(F) 45=1(F) 46=-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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss TG07 Truss Type Half Hip Girder Qty 4 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704290 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-FH5kM7HfKwXN3B62PB1KBLMa3Z?MJoYAN1JJcezS2V? Scale = 1:26.7 1 2 3 4 7 6 5 8 9 4x10 2x4 4x6 2x4 4x6 3x6 3-3-3 3-3-3 6-0-0 2-8-13 -1-0-0 1-0-0 3-3-3 3-3-3 6-0-0 2-8-13 1-3-03-9-143-11-113-9-1410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=368/Mechanical, 7=391/0-3-8 Max Horz 7=114(LC 4) Max Uplift 5=-129(LC 4), 7=-94(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/94, 2-7=-358/108 WEBS 3-5=-283/116 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=129. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 128 lb up at 3-3-3, and 57 lb down and 66 lb up at 4-6-12 on top chord, and 84 lb down and 5 lb up at 3-3-3, and 40 lb down at 4-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-104(F) 6=-52(F) 8=-52(F) 9=-26(F) April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss V01 Truss Type Valley Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704291 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-FH5kM7HfKwXN3B62PB1KBLMbCZ_kJo_AN1JJcezS2V? Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 21-1-9 21-1-4 10-6-12 10-6-12 21-1-9 10-6-12 0-0-48-9-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.17 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-0-15. (lb) - Max Horz 1=-197(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-118(LC 6), 9=-118(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=341(LC 10), 13=277(LC 1), 9=340(LC 11), 8=278(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-257/168, 5-9=-257/168 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 11=118, 9=118. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss V02 Truss Type Valley Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704292 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:39:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-jTf6ZSIH4EgEgLhEyuYZkYukizJH2F0Jch3s84zS2V_ Scale = 1:46.6 1 2 3 4 5 9 8 7 63x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 17-11-2 17-10-13 8-11-9 8-11-9 17-11-2 8-11-9 0-0-47-5-100-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [5:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.22 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 17-10-9. (lb) - Max Horz 1=-167(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-145(LC 6), 6=-144(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=412(LC 10), 6=412(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-307/190, 4-6=-307/190 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=145, 6=144. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss V03 Truss Type Valley Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704293 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:40:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-BfDUnoJvrYo5IVGRWc3oHmRukNhGnhlTrLoPgXzS2Uz Scale = 1:39.0 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-8-12 14-8-7 7-4-6 7-4-6 14-8-12 7-4-6 0-0-46-1-100-0-410.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.11 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 14-8-2. (lb) - Max Horz 1=-136(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-115(LC 6), 6=-115(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=251(LC 1), 8=320(LC 10), 6=320(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=115, 6=115. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss V04 Truss Type Valley Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704294 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:40:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-BfDUnoJvrYo5IVGRWc3oHmRrpNdtni7TrLoPgXzS2Uz Scale = 1:30.7 1 2 3 44x8 8x8 4x8 2x4 0-0-5 0-0-5 11-6-5 11-6-1 5-9-3 5-9-3 11-6-5 5-9-3 0-0-44-9-100-0-410.00 12 Plate Offsets (X,Y)-- [1:0-7-1,Edge], [2:Edge,0-2-8], [3:0-4-5,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.52 0.32 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=214/11-5-12, 3=214/11-5-12, 4=433/11-5-12 Max Horz 1=-105(LC 4) Max Uplift 1=-14(LC 6), 3=-20(LC 7), 4=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss V05 Truss Type Valley Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704295 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:40:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-frns_8JXcrwywfrd4Ja1pz_1wn_KWAVc3?YzCzzS2Uy Scale = 1:23.7 1 2 3 42x4 3x4 2x4 2x4 0-0-5 0-0-5 8-3-15 8-3-10 4-2-0 4-2-0 8-3-15 4-2-0 0-0-43-5-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.50 0.31 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=176/8-3-5, 3=176/8-3-5, 4=268/8-3-5 Max Horz 1=75(LC 5) Max Uplift 1=-26(LC 7), 3=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss V06 Truss Type Valley Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704296 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:40:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-frns_8JXcrwywfrd4Ja1pz_62n1UWA?c3?YzCzzS2Uy Scale: 3/4"=1' 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 5-1-9 5-1-4 2-6-12 2-6-12 5-1-9 2-6-12 0-0-42-1-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.11 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=103/5-0-15, 3=103/5-0-15, 4=157/5-0-15 Max Horz 1=-44(LC 4) Max Uplift 1=-15(LC 7), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss V08 Truss Type Valley Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704297 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:40:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-82LECUK9N92oXoQpe15GMBW8fBAzFdYmIfHWkPzS2Ux Scale = 1:15.8 1 2 3 2x4 2x4 2x4 7-10-6 7-10-6 2-3-80-0-43.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.76 0.92 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-10-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size)3=268/7-9-9, 2=268/7-9-9 Max Horz 3=-65(LC 4) Max Uplift 3=-27(LC 7), 2=-19(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 3, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 112_Woods_at_Shelborne Truss V09 Truss Type Valley Qty 1 Ply 1 112 Woods at Shelborne Job Reference (optional) I36704298 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 10 17:40:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:y5_bakEDWI6z5XZVInP0fmzMXNM-82LECUK9N92oXoQpe15GMBWAfBIMFdYmIfHWkPzS2Ux Scale = 1:10.71 2 3 2x4 2x4 2x4 5-3-0 5-3-0 1-6-60-0-43.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.63 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 2 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=174/5-2-2, 2=174/5-2-2 Max Horz 3=-43(LC 4) Max Uplift 3=-18(LC 7), 2=-12(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 3, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). April 11,2019 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.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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