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HomeMy WebLinkAboutI34886843.96_Woods_at_ShelborneRe: 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). Liu, Xuegang Pages or sheets covered by this seal: I34886843 thru I34886923 My license renewal date for the state of Indiana is July 31, 2020. 96_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: 96 Woods at Shelborne 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss CG01 Truss Type Diagonal Hip Girder Qty 3 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886843 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-i3TTkygZlcgjvoFkSOGvBERqkL8Xqd5ju80emkyWW_H Scale = 1:17.9 1 2 5 6 7 3 8 9 4 2x4 3x4 4-10-0 4-9-8 -1-8-0 1-8-0 4-10-0 4-10-0 1-1-03-0-32-7-133-0-34.80 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.30 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.03 (loc) 4-5 4-5 3 l/defl >999 >897 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=311/0-4-13, 3=118/Mechanical, 4=47/Mechanical Max Horz 5=101(LC 5) Max Uplift 5=-71(LC 5), 3=-50(LC 5) Max Grav 5=311(LC 1), 3=118(LC 1), 4=88(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-268/94 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. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 3 lb up at 1-7-4, and 47 lb down and 9 lb up at 2-5-6 on top chord, and 9 lb up at 1-7-4, and 2 lb down and 18 lb up at 2-5-6 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=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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886844 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-i3TTkygZlcgjvoFkSOGvBERrVL89qd5ju80emkyWW_H Scale = 1:17.1 1 2 5 6 7 3 8 9 4 2x4 2x4 4-5-0 4-4-8 -1-8-0 1-8-0 4-5-0 4-5-0 1-1-02-10-32-5-132-10-34.80 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 0.25 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.02 (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 4-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=297/0-4-13, 3=105/Mechanical, 4=41/Mechanical Max Horz 5=96(LC 5) Max Uplift 5=-64(LC 5), 3=-45(LC 5) Max Grav 5=297(LC 1), 3=105(LC 1), 4=80(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-256/91 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. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 7 lb up at 1-9-12, and 47 lb down and 10 lb up at 2-6-0 on top chord, and 1 lb up at 1-9-12, and 2 lb down and 17 lb up at 2-6-0 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=1(B) 9=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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886845 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-AF1ryIhBWwoaWyqw?6n8kRz0FlUOZ4Ls7omCIByWW_G Scale = 1:17.1 1 2 5 6 7 3 8 9 4 2x4 2x4 4-5-0 4-5-0 -1-8-0 1-8-0 4-5-0 4-5-0 1-1-02-10-30-4-62-5-132-10-34.80 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 0.25 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.02 (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 4-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=298/0-8-3, 3=105/Mechanical, 4=43/Mechanical Max Horz 5=96(LC 5) Max Uplift 5=-62(LC 5), 3=-45(LC 5) Max Grav 5=298(LC 1), 3=105(LC 1), 4=80(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-256/92 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. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 10 lb up at 2-0-4, and 43 lb down and 23 lb up at 2-6-0 on top chord, and 1 lb up at 2-0-4, and 3 lb down and 13 lb up at 2-6-0 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=1(F) 9=-1(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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss GE01 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886846 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-eRbD9eipHDwR86P6ZpJNGfWDD8tuIX?0MSVlqdyWW_F Scale = 1:31.3 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 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-11-8 9-11-8 -1-0-0 1-0-0 4-11-12 4-11-12 9-11-8 4-11-12 10-11-8 1-0-0 1-1-04-4-131-1-08.00 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 0.11 0.05 0.04 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: 97 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 9-11-8. (lb) - Max Horz 20=107(LC 5) 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss GE02 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886847 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-eRbD9eipHDwR86P6ZpJNGfWDV8tyIXF0MSVlqdyWW_F Scale = 1:13.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 2x4 2x4 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 0.09 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 24 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* 4-5: 2x3 SPF No.2 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) 7=173/4-0-0, 5=23/4-0-0, 6=173/4-0-0 Max Horz 7=63(LC 5) Max Uplift 7=-42(LC 4), 5=-2(LC 5), 6=-23(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 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss GE03 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886848 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6e9bN_jR2X2ImG_J7Xqcps3OFYDe1_r9a6FJM3yWW_E 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 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss GE04 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886849 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6e9bN_jR2X2ImG_J7Xqcps3MOYBQ1_W9a6FJM3yWW_E Scale = 1:21.8 Sheet Front Left Option -1-7-4 1 Ply 7/16OSB8 1 2 3 4 7 6 5 2x4 3x4 3x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 -1-7-4 1-7-4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-1-03-9-00-3-88.00 12 Plate Offsets (X,Y)-- [5:0-1-15,0-0-7], [8:0-2-0,0-0-4], [9:0-0-1,0-2-0] 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 0.21 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 6-7 6-7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-5,3-6: 2x3 SPF No.2, 2-7: 2x4 SPF-S Stud 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) 7=229/0-3-8, 5=139/0-1-8 Max Horz 7=124(LC 6) Max Uplift 7=-5(LC 6), 5=-57(LC 6) 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss GE05 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886850 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-aqj_aKj3prA9NPZVhELrM4bZ?yZ9mRhIpm_svWyWW_D 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J01 Truss Type Jack-Open Qty 25 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886851 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-aqj_aKj3prA9NPZVhELrM4bTyyUzmR5Ipm_svWyWW_D Scale = 1:28.9 1 2 5 3 4 3x6 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-1-05-1-00-5-34-7-135-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.48 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.08 (loc) 4-5 4-5 3 l/defl >999 >433 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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=67/Mechanical Max Horz 5=165(LC 6) Max Uplift 3=-91(LC 6) Max Grav 5=306(LC 1), 3=160(LC 1), 4=112(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-257/65 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J02 Truss Type Jack-Open Qty 8 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886852 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-20HMofkha8I0?Z8hEys4uH8guMtmVtLS2QkPRyyWW_C Scale = 1:18.3 1 2 5 3 4 3x4 2x4 4-4-0 4-4-0 -1-0-0 1-0-0 4-4-0 4-4-0 0-11-03-1-02-8-53-1-06.00 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 0.28 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 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=182/Mechanical, 4=77/Mechanical Max Horz 5=98(LC 6) Max Uplift 5=-24(LC 6), 3=-87(LC 6) Max Grav 5=242(LC 1), 3=182(LC 1), 4=136(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 53 lb up at 4-3-4 on top chord, and 56 lb down at 4-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-70(F) 4=-31(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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J03 Truss Type Jack-Open Qty 2 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886853 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-20HMofkha8I0?Z8hEys4uH8iBMvXVtLS2QkPRyyWW_C Scale = 1:13.5 1 2 5 3 42x4 2x4 1-6-3 1-6-3 -1-0-0 1-0-0 1-6-3 1-6-3 1-1-02-1-21-7-152-1-28.00 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 1-6-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=148/0-3-8, 3=19/Mechanical, 4=11/Mechanical Max Horz 5=74(LC 6) Max Uplift 5=-12(LC 6), 3=-22(LC 6), 4=-10(LC 6) Max Grav 5=148(LC 1), 3=19(LC 1), 4=26(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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J04 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886854 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-WDqk??lKLSQtdjjuofNJRVgtxmEmEKabG4TzzOyWW_B Scale = 1:13.5 1 2 5 3 42x4 2x4 1-6-3 1-6-3 -1-0-0 1-0-0 1-6-3 1-6-3 1-1-02-1-21-7-152-1-28.00 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 1-6-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=148/0-3-8, 3=19/Mechanical, 4=11/Mechanical Max Horz 5=74(LC 6) Max Uplift 5=-12(LC 6), 3=-22(LC 6), 4=-10(LC 6) Max Grav 5=148(LC 1), 3=19(LC 1), 4=26(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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J05 Truss Type Jack-Open Qty 5 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886855 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-WDqk??lKLSQtdjjuofNJRVgtgmEbEKSbG4TzzOyWW_B Scale = 1:15.3 1 2 3 5 42x4 2x4 2x4 2x4 2-0-0 2-0-0 -1-0-8 1-0-8 2-0-0 2-0-0 1-1-52-5-58.00 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 0.06 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=162/0-3-8, 4=50/Mechanical Max Horz 5=83(LC 6) Max Uplift 5=-11(LC 6), 4=-37(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J06 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886856 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-?PO6CLmy6mYkEtH4MMuYziD3B9a3znglVkDWVqyWW_A Scale = 1:15.3 1 2 4 32x4 2x4 2x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 1-1-52-5-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 3-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=72/0-3-8, 3=72/Mechanical Max Horz 4=50(LC 6) Max Uplift 3=-39(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) 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) 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J08 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886857 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:10:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-?PO6CLmy6mYkEtH4MMuYziD319aCznqlVkDWVqyWW_A Scale = 1:11.9 1 2 5 3 4 2x4 2x4 1-8-12 1-8-12 -1-0-0 1-0-0 1-8-12 1-8-12 0-11-01-9-61-4-111-9-66.00 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 0.11 0.04 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 1-8-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=153/0-3-8, 3=29/Mechanical, 4=13/Mechanical Max Horz 5=59(LC 6) Max Uplift 5=-28(LC 6), 3=-18(LC 6) Max Grav 5=153(LC 1), 3=29(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) 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J09 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886858 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-TbyUQhnat3hbs1sGw4QnWwmElZwRiE4ukOy32HyWW_9 Scale: 1"=1' 1 2 5 3 4 2x4 2x4 1-9-2 1-9-2 -1-0-0 1-0-0 1-9-2 1-9-2 0-11-01-9-91-4-141-9-96.00 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 0.11 0.04 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 1-9-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=154/0-3-8, 3=30/Mechanical, 4=13/Mechanical Max Horz 5=59(LC 6) Max Uplift 5=-28(LC 6), 3=-18(LC 6) Max Grav 5=154(LC 1), 3=30(LC 1), 4=31(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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J11 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886859 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-TbyUQhnat3hbs1sGw4QnWwmEpZwUiE4ukOy32HyWW_9 Scale = 1:11.4 1 2 5 3 42x4 2x4 1-6-12 1-6-12 -1-0-0 1-0-0 1-6-12 1-6-12 0-11-01-8-61-3-111-8-66.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.04 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 1-6-12 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=22/Mechanical, 4=11/Mechanical Max Horz 5=56(LC 6) Max Uplift 5=-28(LC 6), 3=-15(LC 6), 4=-1(LC 6) Max Grav 5=149(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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J12 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886860 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-xoWtd1nCeNpSUBRTTnx037IPDzGURhK2z2idajyWW_8 Scale = 1:13.2 1 2 5 3 42x4 2x4 1-5-1 1-5-1 -1-0-0 1-0-0 1-5-1 1-5-1 1-1-02-0-61-7-32-0-68.00 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 1-5-1 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=15/Mechanical, 4=9/Mechanical Max Horz 5=72(LC 6) Max Uplift 5=-12(LC 6), 3=-20(LC 6), 4=-11(LC 6) Max Grav 5=146(LC 1), 3=15(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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J13 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886861 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-xoWtd1nCeNpSUBRTTnx037IPZzGjRhK2z2idajyWW_8 Scale = 1:11.4 1 2 5 3 42x4 2x4 1-6-12 1-6-12 -1-0-0 1-0-0 1-6-12 1-6-12 0-11-01-8-61-3-111-8-66.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.04 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 1-6-12 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=22/Mechanical, 4=11/Mechanical Max Horz 5=56(LC 6) Max Uplift 5=-28(LC 6), 3=-15(LC 6), 4=-1(LC 6) Max Grav 5=149(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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J14 Truss Type Jack-Open Qty 14 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886862 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-P_4FrNoqOhxI5L0f1VSFbLrY8NaKA8aBBhRA69yWW_7 Scale = 1:17.5 1 2 5 3 4 3x4 2x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-11-02-11-02-6-52-11-06.00 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 0.24 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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=229/0-3-8, 3=126/Mechanical, 4=63/Mechanical Max Horz 5=93(LC 6) Max Uplift 5=-24(LC 6), 3=-60(LC 6) Max Grav 5=229(LC 1), 3=126(LC 1), 4=116(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 30 lb up at 3-11-4 on top chord, and 43 lb down at 3-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-24(F) 4=-21(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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J15 Truss Type Jack-Open Qty 2 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886863 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-P_4FrNoqOhxI5L0f1VSFbLraENcsA8aBBhRA69yWW_7 Scale = 1:12.3 1 2 5 3 4 2x4 2x4 1-10-12 1-10-12 -1-0-0 1-0-0 1-10-12 1-10-12 0-11-01-10-60-4-111-5-111-10-66.00 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 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=158/0-3-8, 3=35/Mechanical, 4=15/Mechanical Max Horz 5=62(LC 6) Max Uplift 5=-27(LC 6), 3=-21(LC 6) Max Grav 5=158(LC 1), 3=35(LC 1), 4=33(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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J16 Truss Type Jack-Open Qty 2 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886864 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-tAed2jpS9_39jUbrbCzU8YOlzny2vbqKQLBkecyWW_6 Scale = 1:12.7 1 2 5 3 4 2x4 2x4 2-0-12 2-0-12 -1-0-0 1-0-0 2-0-12 2-0-12 0-11-01-11-61-6-111-11-66.00 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 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/0-3-8, 3=40/Mechanical, 4=17/Mechanical Max Horz 5=63(LC 6) Max Uplift 5=-27(LC 6), 3=-22(LC 6) Max Grav 5=161(LC 1), 3=40(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J17 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886865 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-tAed2jpS9_39jUbrbCzU8YOkfnywvbqKQLBkecyWW_6 Scale = 1:13.6 1 2 5 3 42x4 2x4 1-6-9 1-6-9 -1-0-0 1-0-0 1-6-9 1-6-9 1-1-02-1-61-8-32-1-68.00 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 1-6-9 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J18 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886866 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-LNC?G3q4wIB0LeA19wUjgmwvPAI9e23Uf?wHB2yWW_5 Scale = 1:13.6 1 2 5 3 42x4 2x4 1-6-9 1-6-9 -1-0-0 1-0-0 1-6-9 1-6-9 1-1-02-1-61-8-32-1-68.00 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 1-6-9 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss J19 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886867 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-LNC?G3q4wIB0LeA19wUjgmwwFAIOe23Uf?wHB2yWW_5 Scale = 1:13.6 1 4 2 3 2x4 2x4 1-6-9 1-6-9 1-6-9 1-6-9 1-1-02-1-61-8-32-1-68.00 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 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=57/0-5-8, 2=42/Mechanical, 3=16/Mechanical Max Horz 4=42(LC 6) Max Uplift 2=-32(LC 6), 3=-4(LC 6) Max Grav 4=57(LC 1), 2=42(LC 1), 3=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) 2, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss M01 Truss Type Monopitch Qty 6 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886868 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-pZmNTOqjhcJtyolEid?yDzTztaX2NVkdtfgqjUyWW_4 Scale = 1:18.2 1 2 3 5 4 2x4 4x6 2x4 6-9-8 6-9-8 -1-0-0 1-0-0 6-9-8 6-9-8 0-8-82-8-40-3-83.50 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-12], [4:0-1-15,0-0-10], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.39 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.24 0.00 (loc) 4-5 4-5 l/defl >960 >323 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 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) 5=336/0-3-0, 4=256/0-1-8 Max Horz 5=80(LC 6) Max Uplift 5=-48(LC 4), 4=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-283/158 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss M02 Truss Type Monopitch Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886869 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-pZmNTOqjhcJtyolEid?yDzTzXaXyNVjdtfgqjUyWW_4 Scale = 1:17.1 1 2 4 3 4x6 2x4 2x4 6-9-8 6-9-8 6-9-8 6-9-8 0-8-82-8-40-3-83.50 12 Plate Offsets (X,Y)-- [1:0-0-8,0-1-12], [3:0-1-14,0-0-8], [4:0-0-0,0-1-12] 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 0.62 0.40 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.25 0.00 (loc) 3-4 3-4 l/defl >960 >316 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=262/0-3-0, 3=262/0-1-8 Max Horz 4=66(LC 6) Max Uplift 4=-10(LC 4), 3=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss M03 Truss Type Monopitch Qty 8 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886870 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-HlJmgkrLSvRkayKQGLWBmB0Eu_yS6yHn6JPOFxyWW_3 Scale = 1:13.2 1 2 3 5 4 2x4 3x6 2x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-9-02-1-00-3-84.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.13 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud 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=229/0-3-8, 4=139/0-1-8 Max Horz 5=63(LC 6) Max Uplift 5=-42(LC 4), 4=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss M04 Truss Type Monopitch Qty 2 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886871 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-HlJmgkrLSvRkayKQGLWBmB0GT_z26yTn6JPOFxyWW_3 Scale = 1:9.9 1 2 3 5 4 2x4 3x6 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-01-5-00-3-84.00 12 Plate Offsets (X,Y)-- [4:0-1-14,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4-5 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) 5=161/0-3-8, 4=47/0-1-8 Max Horz 5=42(LC 6) Max Uplift 5=-43(LC 4), 4=-6(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss M05 Truss Type Monopitch Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886872 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-mxt8u4szDDZbC6vcq22QIOYSjOJDrPhwLz9xnNyWW_2 Scale = 1:9.9 1 2 4 3 3x6 2x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 0-9-01-5-00-3-84.00 12 Plate Offsets (X,Y)-- [3:0-1-15,0-0-8] 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 0.06 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 3-4 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) 4=70/0-3-8, 3=70/0-1-8 Max Horz 4=26(LC 6) Max Uplift 3=-15(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss R1001 Truss Type Jack-Open Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886873 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-mxt8u4szDDZbC6vcq22QIOYQuOIbrPpwLz9xnNyWW_2 Scale = 1:14.9 1 2 5 3 4 2x4 2x4 2-9-2 2-9-2 -1-5-0 1-5-0 2-9-2 2-9-2 1-1-02-4-100-4-92-0-12-4-105.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -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=82(LC 6) Max Uplift 5=-42(LC 6), 3=-28(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. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T01 Truss Type Hip Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886874 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-E8RW5Qtb_XhSpGTpOlZfrc5O?oU3aiA4aduVKpyWW_1 Scale = 1:75.2 1 2 3 4 5 6 7 8 9 1011 21 20 19 18 17 16 15 14 13 12 5x6 3x6 10x10 3x8 3x6 4x6 3x8 3x8 2x4 3x4 3x4 3x8 3x6 4x6 5x6 3x8 10x10 5-7-4 5-7-4 11-0-0 5-4-12 17-8-1 6-8-1 24-2-15 6-6-13 30-11-0 6-8-1 36-3-12 5-4-12 41-11-0 5-7-4 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 17-8-1 6-8-1 24-2-15 6-6-13 30-11-0 6-8-1 36-3-12 5-4-12 41-11-0 5-7-4 42-11-0 1-0-0 0-11-06-3-36-5-00-11-06-3-36.00 12 Plate Offsets (X,Y)-- [12:Edge,0-7-13], [12:0-1-12,0-0-0], [13:0-2-8,0-2-0], [20:0-2-8,0-2-0], [21:0-1-12,0-0-0], [21:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.99 0.76 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.59 0.18 (loc) 16-17 16-17 12 l/defl >999 >850 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 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* 2-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-9 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 5-16, 7-14 REACTIONS.(lb/size) 21=1734/0-3-8, 12=1734/0-3-8 Max Horz 21=-68(LC 4) Max Uplift 21=-68(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=-2687/317, 3-4=-2568/343, 4-5=-2242/340, 5-7=-2867/396, 7-8=-2242/340, 8-9=-2568/343, 9-10=-2687/317, 2-21=-1652/263, 10-12=-1652/263 BOT CHORD 20-21=-59/468, 19-20=-176/2328, 17-19=-168/2867, 16-17=-168/2867, 14-16=-168/2867, 13-14=-176/2328, 12-13=-26/468 WEBS 4-19=-22/739, 5-19=-930/103, 5-17=0/268, 7-16=0/268, 7-14=-930/103, 8-14=-22/739, 2-20=-152/1874, 10-13=-152/1875 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, 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T02 Truss Type HIP Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886875 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-iK?uJmuDlqpJRP2?xT4uNpef6BrSJAwDoHe2sFyWW_0 Scale = 1:75.2 1 2 3 4 5 6 7 8 9 1011 20 19 18 17 16 15 14 13 12 3x6 5x8 5x8 3x6 10x10 3x6 3x6 3x8 3x8 2x4 3x8 3x8 3x6 3x8 10x10 3x6 6-11-4 6-11-4 13-8-0 6-8-12 20-11-8 7-3-8 28-3-0 7-3-8 34-11-12 6-8-12 41-11-0 6-11-4 -1-0-0 1-0-0 6-11-4 6-11-4 13-8-0 6-8-12 20-11-8 7-3-8 28-3-0 7-3-8 34-11-12 6-8-12 41-11-0 6-11-4 42-11-0 1-0-0 0-11-07-7-37-9-00-11-07-7-36.00 12 Plate Offsets (X,Y)-- [5:0-4-6,Edge], [7:0-4-6,Edge], [12:Edge,0-7-13], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-1-12,0-0-0], [20:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.58 0.68 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.49 0.15 (loc) 16 16-18 12 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* 6-18,6-14: 2x4 SPF No.2, 2-20,10-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-7 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 6-14 REACTIONS.(lb/size) 20=1734/0-3-8, 12=1734/0-3-8 Max Horz 20=-81(LC 4) Max Uplift 20=-84(LC 6), 12=-84(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2737/338, 3-5=-2428/354, 5-6=-2097/356, 6-7=-2097/356, 7-9=-2428/354, 9-10=-2737/338, 2-20=-1647/279, 10-12=-1647/279 BOT CHORD 19-20=-94/615, 18-19=-180/2359, 16-18=-108/2413, 14-16=-108/2413, 13-14=-180/2359, 12-13=-56/615 WEBS 3-18=-319/118, 5-18=-5/642, 6-18=-586/85, 6-16=0/299, 6-14=-586/85, 7-14=-5/642, 9-14=-319/118, 2-19=-125/1752, 10-13=-125/1752 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) 20, 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T03 Truss Type Hip Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886876 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-AWZGW6urW8xA3ZdBVAb7w1AnUbBt2eiM1xNbOiyWW_? Scale = 1:74.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 5x8 5x8 3x6 10x10 3x6 3x6 3x8 3x8 2x4 3x8 3x8 3x6 3x8 10x10 3x6 8-3-4 8-3-4 16-4-0 8-0-12 20-11-8 4-7-8 25-7-0 4-7-8 33-7-12 8-0-12 41-11-0 8-3-4 -1-0-0 1-0-0 8-3-4 8-3-4 16-4-0 8-0-12 20-11-8 4-7-8 25-7-0 4-7-8 33-7-12 8-0-12 41-11-0 8-3-4 0-11-08-11-39-1-00-11-08-11-36.00 12 Plate Offsets (X,Y)-- [5:0-4-6,Edge], [7:0-4-6,Edge], [11:0-5-0,0-2-0], [11:0-2-7,0-1-4], [12:0-2-8,0-1-8], [18:0-2-8,0-1-8], [19:0-2-7,0-1-4], [19:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.80 0.67 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.47 0.14 (loc) 15 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 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* 2-19,10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-14 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-16, 6-14, 9-14 REACTIONS.(lb/size) 19=1733/0-3-8, 11=1657/Mechanical Max Horz 19=107(LC 5) Max Uplift 19=-100(LC 6), 11=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2725/352, 3-5=-2247/362, 5-6=-1912/370, 6-7=-1913/370, 7-9=-2248/363, 9-10=-2730/355, 2-19=-1640/297, 10-11=-1565/244 BOT CHORD 18-19=-137/691, 16-18=-210/2337, 15-16=-83/1988, 14-15=-83/1988, 12-14=-213/2342, 11-12=-128/746 WEBS 3-16=-514/150, 5-16=0/578, 6-16=-341/78, 6-14=-340/78, 7-14=0/579, 9-14=-520/152, 2-18=-104/1652, 10-12=-85/1603 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, 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T04 Truss Type Hip Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886877 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-ej7ekSvTHS31gjCO3u6MSEj0f?SHn1OWGb79w8yWW__ Scale = 1:84.6 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x6 5x8 5x8 3x6 10x10 2x4 3x6 5x12 2x4 2x4 3x6 6x8 5x8 5x12 3x4 3x6 3x8 3x8 3x6 3x4 3x6 4x6 10x10 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 19-0-0 5-1-8 22-11-0 3-11-0 29-2-3 6-3-3 35-5-5 6-3-3 41-11-0 6-5-11 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 19-0-0 5-1-8 22-11-0 3-11-0 29-2-3 6-3-3 35-5-5 6-3-3 41-11-0 6-5-11 0-11-010-5-00-11-00-8-010-5-06.00 12 Plate Offsets (X,Y)-- [8:0-5-0,0-2-0], [9:0-5-0,0-2-0], [14:Edge,0-7-13], [14:0-1-12,0-0-0], [15:0-2-8,0-2-0], [19:0-2-8,0-1-8], [23:0-6-4,0-3-4], [26:Edge,0-7-13], [26:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.51 0.92 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.51 0.27 (loc) 21 21-22 14 l/defl >999 >979 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 WEBS 2x3 SPF No.2 *Except* 8-21,8-18: 2x4 SPF No.2, 2-26,13-14: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-10 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 22-23. WEBS 1 Row at midpt 8-19, 8-18, 10-18 REACTIONS.(lb/size) 26=1733/0-3-8, 14=1663/Mechanical Max Horz 26=120(LC 5) Max Uplift 26=-110(LC 6), 14=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1564/197, 3-4=-3693/480, 4-5=-3133/410, 5-7=-2586/408, 7-8=-2577/515, 8-9=-1714/381, 9-10=-1999/385, 10-12=-2466/385, 12-13=-2739/363, 2-26=-1611/253, 13-14=-1580/240 BOT CHORD 25-26=-90/264, 22-23=-430/3440, 21-22=-253/2742, 18-19=-40/1708, 16-18=-152/2133, 15-16=-239/2368, 14-15=-96/597 WEBS 7-21=-331/174, 3-25=-1738/185, 23-25=-150/1543, 3-23=-327/2313, 4-22=-708/190, 5-22=0/329, 5-21=-613/129, 19-21=-42/1678, 8-21=-228/1113, 9-18=-54/543, 10-18=-644/163, 10-16=0/376, 12-16=-310/102, 2-25=-125/1211, 13-15=-144/1781 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 26=110. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T05 Truss Type Roof Special Qty 2 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886878 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6vh1xow62lBuItnadbdb?SGBXPoWWUcfUFsiSayWVzz Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 3x6 3x6 10x10 2x4 3x6 5x8 2x4 2x4 3x6 6x8 5x8 5x12 3x4 3x6 4x10 6x8 3x6 3x4 3x6 3x8 10x10 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 20-11-8 7-1-0 27-10-8 6-11-0 34-9-8 6-11-0 41-11-0 7-1-8 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 20-11-8 7-1-0 27-10-8 6-11-0 34-9-8 6-11-0 41-11-0 7-1-8 0-11-011-4-120-11-00-8-06.00 12 Plate Offsets (X,Y)-- [13:Edge,0-2-4], [13:0-2-7,0-1-4], [14:0-2-8,0-1-8], [19:0-3-0,0-3-0], [21:0-6-4,0-3-4], [24:Edge,0-7-13], [24:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.57 0.92 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.58 0.27 (loc) 19 17-18 13 l/defl >999 >855 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-19,8-17: 2x4 SPF No.2, 2-24: 2x4 SPF-S Stud, 12-13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21. WEBS 1 Row at midpt 9-17 REACTIONS.(lb/size) 24=1730/0-3-8, 13=1660/Mechanical Max Horz 24=130(LC 5) Max Uplift 24=-117(LC 6), 13=-80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1552/201, 3-4=-3690/492, 4-5=-3123/418, 5-7=-2582/419, 7-8=-2593/547, 8-9=-1865/389, 9-11=-2378/392, 11-12=-2723/373, 2-24=-1604/257, 12-13=-1575/249 BOT CHORD 20-21=-443/3439, 19-20=-261/2732, 15-17=-140/2046, 14-15=-240/2348, 13-14=-104/619 WEBS 7-19=-399/196, 3-23=-1749/189, 21-23=-158/1534, 3-21=-338/2319, 4-20=-717/202, 5-20=0/330, 5-19=-598/122, 17-19=-23/1540, 8-19=-253/1163, 8-17=-35/585, 9-17=-719/177, 9-15=0/408, 11-15=-389/118, 2-23=-125/1223, 12-14=-137/1739 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) 13 except (jt=lb) 24=117. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T06 Truss Type Hip Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886879 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-a5EP98xkp3Jlw1MmAJ8qYfoLep8lFxtpjvcG_1yWVzy Scale = 1:85.7 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x6 5x8 5x8 3x6 10x10 2x4 3x6 5x8 2x4 2x4 3x6 6x8 5x8 5x12 3x4 3x6 3x8 3x8 3x6 3x4 3x6 4x6 10x10 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 20-1-5 6-2-13 21-9-11 1-8-5 28-5-4 6-7-10 35-0-14 6-7-10 41-11-0 6-10-2 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 20-1-5 6-2-13 21-9-11 1-8-5 28-5-4 6-7-10 35-0-14 6-7-10 41-11-0 6-10-2 0-11-010-11-110-11-00-8-010-11-116.00 12 Plate Offsets (X,Y)-- [8:0-5-8,0-2-0], [9:0-4-8,0-1-12], [14:Edge,0-2-4], [14:0-2-7,0-1-4], [15:0-2-8,0-2-0], [19:0-3-8,0-1-8], [21:0-3-0,0-3-0], [23:0-6-4,0-3-4], [26:0-1-12,0-0-0], [26:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.55 0.92 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.54 0.27 (loc) 21 19-20 14 l/defl >999 >915 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-21,8-19,8-18,9-18: 2x4 SPF No.2, 2-26: 2x4 SPF-S Stud 13-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-0 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 22-23. WEBS 1 Row at midpt 8-19, 8-18, 10-18 REACTIONS.(lb/size) 26=1730/0-3-8, 14=1660/Mechanical Max Horz 26=126(LC 5) Max Uplift 26=-114(LC 6), 14=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1552/199, 3-4=-3689/487, 4-5=-3124/414, 5-7=-2581/414, 7-8=-2590/535, 8-9=-1633/386, 9-10=-1911/387, 10-12=-2412/388, 12-13=-2714/367, 2-26=-1604/255, 13-14=-1575/245 BOT CHORD 22-23=-437/3437, 21-22=-257/2733, 18-19=-27/1631, 16-18=-145/2081, 15-16=-238/2342, 14-15=-97/595 WEBS 7-21=-370/190, 3-25=-1750/187, 23-25=-151/1535, 3-23=-334/2317, 4-22=-714/197, 5-22=0/330, 5-21=-603/125, 19-21=-30/1590, 8-21=-244/1146, 8-18=-250/256, 9-18=-71/548, 10-18=-689/172, 10-16=0/401, 12-16=-346/109, 2-25=-123/1224, 13-15=-142/1758 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 26=114. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T07 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886880 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-2IonMTxMaNRbYBxyk0g34tLWYCU0_OAyyZLpWTyWVzx Scale = 1:84.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x6 5x6 5x6 5x8 3x6 10x10 2x4 3x6 5x12 2x4 2x4 3x6 6x8 5x8 5x12 3x4 3x6 5x8 3x8 3x6 3x4 3x6 4x6 10x10 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 19-5-11 5-7-3 24-5-11 5-0-0 30-2-10 5-8-15 35-11-9 5-8-15 41-11-0 5-11-7 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 8-1-0 5-9-8 13-10-8 5-9-8 18-5-8 4-7-0 19-5-11 1-0-3 24-5-11 5-0-0 30-2-10 5-8-15 35-11-9 5-8-15 41-11-0 5-11-7 0-11-09-7-1110-1-120-11-00-8-09-7-116.00 12 Plate Offsets (X,Y)-- [9:0-4-4,0-2-12], [10:0-4-8,0-1-12], [15:Edge,0-2-4], [15:0-2-7,0-1-4], [16:0-2-8,0-2-0], [22:0-5-12,0-2-8], [24:0-6-4,0-3-4], [27:Edge,0-7-13], [27:0-1-12 ,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.54 0.92 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.53 0.27 (loc) 22 20-21 15 l/defl >999 >945 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 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* 9-19: 2x4 SPF No.2, 2-27: 2x4 SPF-S Stud, 14-15: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-1 max.): 9-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 23-24. WEBS 1 Row at midpt 9-20, 9-19, 11-19 REACTIONS.(lb/size) 27=1730/0-3-8, 15=1660/Mechanical Max Horz 27=118(LC 5) Max Uplift 27=-108(LC 6), 15=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1553/196, 3-4=-3684/476, 4-5=-3127/407, 5-7=-2576/404, 7-8=-2541/499, 8-9=-1975/406, 9-10=-1816/377, 10-11=-2100/383, 11-13=-2498/380, 13-14=-2682/353, 2-27=-1604/251, 14-15=-1580/235 BOT CHORD 23-24=-426/3428, 22-23=-252/2738, 19-20=-64/1839, 17-19=-162/2168, 16-17=-235/2323, 15-16=-78/510 WEBS 7-22=-292/155, 3-26=-1752/183, 24-26=-148/1536, 3-24=-325/2306, 4-23=-700/187, 5-23=0/328, 5-22=-621/132, 20-22=-55/1732, 8-22=-206/1032, 8-20=-110/793, 9-20=-830/184, 10-19=-39/541, 11-19=-550/144, 11-17=0/318, 2-26=-121/1226, 14-16=-159/1827 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 27=108. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T08 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886881 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-XUM9Zpy_LgZS9KW9IkBId4uggcu?jrf5BD5M3vyWVzw Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x6 6x8 5x8 3x6 10x10 3x6 3x6 4x6 3x4 3x6 5x8 2x4 3x8 3x6 3x8 10x10 3x6 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 22-1-11 3-8-3 27-1-11 5-0-0 34-5-1 7-3-7 41-11-0 7-5-15 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 22-1-11 3-8-3 27-1-11 5-0-0 34-5-1 7-3-7 41-11-0 7-5-15 0-11-08-1-1410-1-120-11-08-1-146.00 12 Plate Offsets (X,Y)-- [7:0-3-10,Edge], [8:0-4-6,Edge], [12:0-5-0,0-2-0], [12:0-2-7,0-1-4], [13:0-2-8,0-1-8], [20:0-2-8,0-2-0], [21:0-1-12,0-0-0], [21:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.64 0.68 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.15 (loc) 16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 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* 2-21: 2x4 SPF No.2, 11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-11 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 7-14, 10-14 REACTIONS.(lb/size) 21=1731/0-3-8, 12=1661/Mechanical Max Horz 21=118(LC 5) Max Uplift 21=-107(LC 6), 12=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2721/357, 3-5=-2475/382, 5-6=-2039/385, 6-7=-2002/393, 7-8=-2014/378, 8-10=-2349/375, 10-11=-2728/360, 2-21=-1648/287, 11-12=-1573/243 BOT CHORD 20-21=-124/525, 19-20=-236/2353, 17-19=-155/2143, 16-17=-129/2168, 14-16=-129/2168, 13-14=-226/2347, 12-13=-109/668 WEBS 3-19=-300/96, 5-19=0/354, 5-17=-619/153, 6-17=-220/1448, 7-17=-994/182, 7-14=-325/42, 8-14=-13/600, 10-14=-416/130, 2-20=-163/1839, 11-13=-117/1687 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=107. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T09 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886882 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-?gwXn9zc5_iJnU5LsRiX9IQs90E8SGHFPtqwbLyWVzv Scale = 1:75.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 5x8 5x8 5x6 10x10 10x10 3x6 3x6 4x6 3x4 3x6 5x8 2x4 3x8 3x6 4x6 3x6 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-9-11 6-4-3 29-9-11 5-0-0 35-9-1 5-11-7 41-11-0 6-1-15 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-9-11 6-4-3 29-9-11 5-0-0 35-9-1 5-11-7 41-11-0 6-1-15 0-11-06-9-1410-1-120-11-06-9-146.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-1-14], [10:Edge,0-2-4], [11:0-2-7,0-1-4], [12:0-2-8,0-2-0], [19:0-2-8,0-2-0], [20:Edge,0-7-13], [20:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.53 0.68 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.53 0.16 (loc) 15-16 15-16 11 l/defl >999 >941 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 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* 2-20: 2x4 SPF No.2, 10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-7 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 7-13 REACTIONS.(lb/size) 20=1731/0-3-8, 11=1661/Mechanical Max Horz 20=118(LC 5) Max Uplift 20=-107(LC 6), 11=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2722/359, 3-5=-2473/383, 5-6=-2043/386, 6-7=-2053/383, 7-8=-2161/371, 8-9=-2494/376, 9-10=-2692/352, 2-20=-1649/288, 10-11=-1579/234 BOT CHORD 19-20=-124/523, 18-19=-238/2355, 16-18=-155/2140, 15-16=-200/2547, 13-15=-201/2546, 12-13=-233/2330, 11-12=-78/529 WEBS 3-18=-301/97, 5-18=0/345, 5-16=-615/149, 6-16=-186/1379, 7-16=-1139/208, 7-13=-629/79, 8-13=-49/721, 2-19=-165/1843, 10-12=-156/1815 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=107. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T10 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886883 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-TtUw_V_EsIqAPefXP8DmiVz1rQZIBl0OeXaT7oyWVzu Scale = 1:75.1 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 3x6 5x6 5x8 5x6 10x10 10x10 3x6 3x6 4x6 3x4 3x6 5x8 3x8 4x6 2x4 3x8 3x6 4x6 3x8 MT18HS 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 22-11-9 4-6-1 27-5-11 4-6-1 32-5-11 5-0-0 37-1-1 4-7-7 41-11-0 4-9-15 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 22-11-9 4-6-1 27-5-11 4-6-1 32-5-11 5-0-0 37-1-1 4-7-7 41-11-0 4-9-15 0-11-05-5-1410-1-120-11-05-5-146.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-1-14], [11:Edge,0-2-4], [12:0-2-7,0-1-4], [13:0-2-8,0-2-0], [17:0-2-8,0-2-0], [21:0-2-8,0-2-0], [22:0-1-12,0-0-0], [22:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.53 0.75 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.56 0.17 (loc) 15-17 15-17 12 l/defl >999 >885 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 179 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-22: 2x4 SPF No.2, 11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 8-17, 8-14 REACTIONS.(lb/size) 22=1731/0-3-8, 12=1661/Mechanical Max Horz 22=118(LC 5) Max Uplift 22=-107(LC 6), 12=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2721/360, 3-5=-2474/385, 5-6=-2040/388, 6-7=-2008/394, 7-8=-2608/423, 8-9=-2284/362, 9-10=-2609/373, 10-11=-2598/336, 2-22=-1649/289, 11-12=-1582/225 BOT CHORD 21-22=-124/525, 20-21=-239/2353, 18-20=-158/2142, 17-18=-154/2263, 15-17=-272/2969, 14-15=-273/2967, 13-14=-232/2257, 12-13=-56/431 WEBS 3-20=-300/95, 5-20=0/351, 5-18=-620/154, 6-18=-216/1414, 7-18=-1003/193, 7-17=-90/904, 8-17=-1085/182, 8-14=-981/121, 9-14=-57/796, 2-21=-165/1839, 11-13=-179/1848 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) 22=107. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T11 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886884 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-x32ICr?sdby10oEkzsk?FiVCEqscwBeYtBJ0fEyWVzt Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 5x6 5x8 5x6 10x10 10x10 3x6 3x6 4x6 3x4 3x6 5x8 3x6 4x6 2x4 5x8 3x8 MT18HS 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-3-9 5-10-1 30-1-11 5-10-1 35-1-11 5-0-0 41-11-0 6-9-5 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 24-3-9 5-10-1 30-1-11 5-10-1 35-1-11 5-0-0 41-11-0 6-9-5 0-11-04-1-1410-1-120-11-04-1-146.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-1-14], [10:Edge,0-2-4], [11:0-2-7,0-1-4], [15:0-2-8,0-2-0], [19:0-2-8,0-2-0], [20:Edge,0-7-13], [20:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.56 0.87 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.66 0.18 (loc) 13-15 13-15 11 l/defl >999 >760 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20: 2x4 SPF No.2, 10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-14 max.): 8-9. BOT CHORD Structural wood sheathing directly applied or 9-8-1 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 8-15, 8-12 REACTIONS.(lb/size) 20=1731/0-3-8, 11=1661/Mechanical Max Horz 20=118(LC 5) Max Uplift 20=-107(LC 6), 11=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2721/361, 3-5=-2474/387, 5-6=-2041/389, 6-7=-2037/391, 7-8=-2836/429, 8-9=-2350/350, 9-10=-2736/351, 2-20=-1649/289, 10-11=-1577/238 BOT CHORD 19-20=-124/524, 18-19=-240/2354, 16-18=-159/2141, 15-16=-193/2458, 13-15=-367/3556, 12-13=-369/3553, 11-12=-108/599 WEBS 3-18=-300/95, 5-18=0/348, 5-16=-619/152, 6-16=-203/1390, 7-16=-1093/211, 7-15=-47/857, 8-15=-1323/210, 8-12=-1519/183, 9-12=-28/827, 2-19=-167/1841, 10-12=-117/1784 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) 11 except (jt=lb) 20=107. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886885 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-PFcgPB?VOv4ueypwXZFEnw2KVDGmfdyh5r3aCgyWVzs Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x8 3x6 6x6 10x10 10x10 3x6 3x6 4x6 3x4 3x6 5x8 3x6 4x6 5x12 2x4 5x12 3x16 MT18HS 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 25-7-9 7-2-1 32-9-11 7-2-1 37-9-11 5-0-0 41-11-0 4-1-5 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 25-7-9 7-2-1 32-9-11 7-2-1 37-9-11 5-0-0 41-11-0 4-1-5 0-11-02-9-1410-1-120-11-02-9-146.00 12 Plate Offsets (X,Y)-- [9:0-6-0,0-1-14], [11:Edge,0-2-4], [12:0-2-7,0-1-4], [16:0-2-8,0-2-0], [20:0-2-8,0-2-0], [21:0-1-12,0-0-0], [21:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.71 0.62 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.78 0.18 (loc) 14-16 14-16 12 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-21: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-17,2-21: 2x4 SPF No.2, 9-16: 2x4 SPF-S Stud, 11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-3 max.): 9-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 8-17, 9-16, 9-13 REACTIONS.(lb/size) 21=1731/0-3-8, 12=1661/Mechanical Max Horz 21=118(LC 5) Max Uplift 21=-107(LC 6), 12=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2722/363, 3-5=-2473/388, 5-6=-2043/390, 6-8=-2065/387, 8-9=-3094/442, 9-10=-2329/318, 10-11=-2605/328, 2-21=-1649/290, 11-12=-1589/220 BOT CHORD 20-21=-124/522, 19-20=-241/2355, 17-19=-160/2140, 16-17=-236/2677, 14-16=-516/4519, 13-14=-513/4523, 12-13=-51/366 WEBS 3-19=-301/96, 5-19=0/343, 5-17=-616/150, 6-17=-185/1358, 8-17=-1220/234, 8-16=-13/829, 9-16=-1958/298, 9-13=-2483/313, 10-13=-65/872, 2-20=-168/1843, 11-13=-186/1959 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) 21=107. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T13 Truss Type Hip Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886886 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-tSA2dX079DClG6O65HmTK7bSAdbdO9VrKVo7k7yWVzr Scale = 1:65.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 5x10 MT18HS 5x10 MT18HS 10x10 3x6 3x6 3x8 3x8 2x4 3x8 3x8 3x6 3x8 10x10 3x6 5-7-4 5-7-4 11-0-0 5-4-12 18-5-8 7-5-8 25-11-0 7-5-8 31-3-12 5-4-12 36-11-0 5-7-4 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-0 5-4-12 18-5-8 7-5-8 25-11-0 7-5-8 31-3-12 5-4-12 36-11-0 5-7-4 37-11-0 1-0-0 0-11-06-3-36-5-00-11-06-3-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-13], [6:0-6-0,0-1-13], [10:Edge,0-7-13], [10:0-1-12,0-0-0], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-1-12,0-0-0], [18:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.91 0.65 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.41 0.12 (loc) 14 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 143 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-2 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-12 REACTIONS.(lb/size) 18=1534/0-3-8, 10=1534/0-3-8 Max Horz 18=68(LC 5) Max Uplift 18=-72(LC 6), 10=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2331/283, 3-4=-2167/305, 4-5=-1905/306, 5-6=-1905/306, 6-7=-2167/305, 7-8=-2331/283, 2-18=-1456/245, 8-10=-1456/245 BOT CHORD 17-18=-61/433, 16-17=-145/2011, 14-16=-114/2301, 12-14=-114/2301, 11-12=-145/2011, 10-11=-23/433 WEBS 4-16=0/565, 5-16=-622/84, 5-14=0/304, 5-12=-622/84, 6-12=0/565, 2-17=-123/1589, 8-11=-123/1589 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) The Fabrication Tolerance at joint 4 = 16%, joint 6 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T14 Truss Type Hip Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886887 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-LejQqt1lwWKctFzJe_IisL7jz1zy7bn_Z9YhGZyWVzq Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 6x8 6x8 3x6 10x10 3x6 3x6 3x8 3x8 2x4 3x8 3x8 3x6 3x8 10x10 3x6 6-11-4 6-11-4 13-8-0 6-8-12 18-5-8 4-9-8 23-3-0 4-9-8 29-11-12 6-8-12 36-11-0 6-11-4 -1-0-0 1-0-0 6-11-4 6-11-4 13-8-0 6-8-12 18-5-8 4-9-8 23-3-0 4-9-8 29-11-12 6-8-12 36-11-0 6-11-4 37-11-0 1-0-0 0-11-07-7-37-9-00-11-07-7-36.00 12 Plate Offsets (X,Y)-- [5:0-4-6,Edge], [7:0-4-6,Edge], [12:Edge,0-7-13], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-1-12,0-0-0], [20:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.52 0.58 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.34 0.11 (loc) 16 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 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* 2-20,10-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-15 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 6-14 REACTIONS.(lb/size) 20=1534/0-3-8, 12=1534/0-3-8 Max Horz 20=81(LC 5) Max Uplift 20=-87(LC 6), 12=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2373/302, 3-5=-2006/316, 5-6=-1729/320, 6-7=-1729/320, 7-9=-2006/316, 9-10=-2373/302, 2-20=-1451/259, 10-12=-1451/259 BOT CHORD 19-20=-97/559, 18-19=-149/2035, 16-18=-54/1841, 14-16=-54/1841, 13-14=-149/2035, 12-13=-53/559 WEBS 3-18=-390/120, 5-18=-4/522, 6-18=-351/71, 6-14=-351/71, 7-14=-4/522, 9-14=-390/120, 2-19=-96/1483, 10-13=-96/1483 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) 20, 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T15 Truss Type Hip Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886888 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-pqHp1C2NhqSTVPYVCipxPYgssRIGs4B7opHEo?yWVzp Scale = 1:65.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x10 MT18HS 8x14 MT18HS 3x6 10x10 3x6 3x6 3x8 3x4 4x8 3x6 3x8 10x10 3x6 8-3-4 8-3-4 16-4-0 8-0-12 20-7-0 4-3-0 28-7-12 8-0-12 36-11-0 8-3-4 -1-0-0 1-0-0 8-3-4 8-3-4 16-4-0 8-0-12 20-7-0 4-3-0 28-7-12 8-0-12 36-11-0 8-3-4 37-11-0 1-0-0 0-11-08-11-39-1-00-11-08-11-36.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-3-4], [6:0-10-6,Edge], [11:0-5-0,0-2-0], [11:0-2-7,0-1-4], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-2-7,0-1-4], [18:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.64 0.63 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.45 0.10 (loc) 15-17 15-17 11 l/defl >999 >969 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-3 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS.(lb/size) 18=1532/0-3-8, 11=1532/0-3-8 Max Horz 18=-94(LC 4) Max Uplift 18=-101(LC 6), 11=-101(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2350/315, 3-5=-1819/321, 5-6=-1536/333, 6-8=-1820/321, 8-9=-2349/315, 2-18=-1443/276, 9-11=-1443/276 BOT CHORD 17-18=-129/640, 15-17=-144/2004, 14-15=-10/1535, 12-14=-144/2003, 11-12=-71/641 WEBS 3-15=-570/156, 5-15=-9/442, 6-14=-9/442, 8-14=-569/156, 2-17=-73/1369, 9-12=-73/1367 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) The Fabrication Tolerance at joint 5 = 12%, joint 6 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=101, 11=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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T16 Truss Type Common Qty 2 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886889 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-pqHp1C2NhqSTVPYVCipxPYgvARJXs3B7opHEo?yWVzp Scale = 1:66.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x6 3x6 10x10 3x6 4x8 3x6 3x4 3x6 3x8 3x6 3x4 3x6 3x8 10x10 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 36-11-0 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 36-11-0 6-3-8 37-11-0 1-0-0 0-11-010-1-120-11-06.00 12 Plate Offsets (X,Y)-- [12:Edge,0-7-13], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8], [20:0-1-12,0-0-0], [20:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.49 0.55 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.34 0.11 (loc) 16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 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* 2-20,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 5-16 REACTIONS.(lb/size) 20=1534/0-3-8, 12=1534/0-3-8 Max Horz 20=-105(LC 4) Max Uplift 20=-107(LC 6), 12=-107(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2362/321, 3-5=-2077/342, 5-6=-1630/342, 6-7=-1630/342, 7-9=-2077/342, 9-10=-2362/321, 2-20=-1454/267, 10-12=-1454/267 BOT CHORD 19-20=-115/486, 18-19=-172/2033, 16-18=-87/1786, 14-16=-87/1786, 13-14=-172/2033, 12-13=-41/486 WEBS 6-16=-156/1015, 7-16=-630/154, 7-14=0/363, 9-14=-325/100, 5-16=-630/154, 5-18=0/363, 3-18=-325/100, 2-19=-132/1557, 10-13=-132/1557 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) except (jt=lb) 20=107, 12=107. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T17 Truss Type Common Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886890 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-I0rBFY2?S8aK7Z7hmPKAymD1oqjYbX9H0T1nLRyWVzo Scale = 1:55.3 1 2 3 4 5 6 7 13 12 11 10 9 8 4x6 3x6 3x6 3x8 3x6 3x4 3x6 3x4 3x6 5x6 5x6 6-0-12 6-0-12 11-11-0 5-10-4 17-9-4 5-10-4 23-10-0 6-0-12 -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 1-1-09-0-51-1-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.69 0.31 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.11 0.03 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-8,2-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=1010/0-3-8, 8=1010/0-5-8 Max Horz 13=-214(LC 4) Max Uplift 13=-74(LC 6), 8=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1184/112, 3-4=-889/159, 4-5=-889/159, 5-6=-1184/112, 6-8=-944/131, 2-13=-944/131 BOT CHORD 12-13=-185/285, 10-12=-34/902, 9-10=0/902, 8-9=-15/255 WEBS 4-10=-56/538, 5-10=-347/121, 3-10=-347/121, 6-9=0/654, 2-12=0/654 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, 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T18 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886891 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-mDPZSu3dDRiBkjitK6rPUzlJSE4TK3qQF7mLtuyWVzn Scale = 1:26.4 1 2 3 4 5 6 11 10 9 8 7 2x4 3x4 4x6 4x6 4x6 3x4 3x4 3x8 3x4 3x6 -0-5-8 0-5-8 1-0-14 1-0-14 3-9-8 2-8-10 6-10-8 3-1-0 11-1-8 4-3-0 -0-5-8 0-5-8 1-0-14 1-0-14 3-9-8 2-8-10 6-10-8 3-1-0 11-1-8 4-3-0 12-1-8 1-0-0 0-3-82-1-43-11-01-1-03-11-08.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0], [4:0-4-4,0-2-0] 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 0.25 0.14 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 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* 5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=431/0-5-8, 7=507/0-3-8 Max Horz 11=-117(LC 4) Max Uplift 7=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-398/57, 2-3=-407/90, 3-4=-307/96, 4-5=-462/85, 5-7=-460/114 BOT CHORD 8-9=0/325 WEBS 1-10=-55/410, 2-10=-363/78 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) 7. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T19 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886892 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-mDPZSu3dDRiBkjitK6rPUzlDJE39K3iQF7mLtuyWVzn Scale = 1:31.7 1 2 3 4 5 9 8 7 62x4 3x4 4x6 4x6 3x4 3x4 3x8 5x6 -0-5-8 0-5-8 1-11-7 1-11-7 5-4-0 3-4-10 11-1-8 5-9-8 -0-5-8 0-5-8 1-11-7 1-11-7 5-4-0 3-4-10 11-1-8 5-9-8 12-1-8 1-0-0 0-3-82-8-44-11-51-1-02-8-48.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12] 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 0.58 0.22 0.15 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* 4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=431/0-5-8, 6=507/0-3-8 Max Horz 9=-148(LC 4) Max Uplift 9=-10(LC 7), 6=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-406/65, 1-2=-266/63, 2-3=-382/84, 3-4=-443/75, 4-6=-448/113 BOT CHORD 7-8=-37/280 WEBS 1-8=-46/433, 2-8=-319/58 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) 9, 6. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T20 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886893 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-EPzxgE4F_lq2MtH4tqMe1BIPCePX3W3aUmWuPKyWVzm Scale = 1:32.9 1 2 3 4 5 9 8 7 62x4 3x4 4x6 4x6 3x4 3x4 3x8 5x6 -0-5-8 0-5-8 2-9-14 2-9-14 5-4-0 2-6-2 11-1-8 5-9-8 -0-5-8 0-5-8 2-9-14 2-9-14 5-4-0 2-6-2 11-1-8 5-9-8 12-1-8 1-0-0 0-3-83-3-44-11-51-1-03-3-48.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12] 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 0.57 0.21 0.14 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: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=431/0-5-8, 6=507/0-3-8 Max Horz 9=-155(LC 4) Max Uplift 9=-11(LC 7), 6=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-397/78, 1-2=-286/75, 2-3=-358/88, 3-4=-441/76, 4-6=-447/114 BOT CHORD 7-8=-18/296 WEBS 1-8=-44/413, 2-8=-281/49 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) 9, 6. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T21 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886894 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-ibXJta5ul3yu_1sGRXttZOra12lnnzOjiQFSxmyWVzl Scale = 1:31.7 1 2 3 4 5 9 8 7 62x4 3x6 4x6 4x6 3x4 3x4 3x8 5x6 -0-5-8 0-5-8 3-8-6 3-8-6 5-4-0 1-7-10 11-1-8 5-9-8 -0-5-8 0-5-8 3-8-6 3-8-6 5-4-0 1-7-10 11-1-8 5-9-8 12-1-8 1-0-0 0-3-83-10-44-11-51-1-03-10-48.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12] 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 0.57 0.21 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=431/0-5-8, 6=507/0-3-8 Max Horz 9=-162(LC 4) Max Uplift 9=-37(LC 4), 6=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-391/88, 1-2=-293/87, 2-3=-330/91, 3-4=-441/78, 4-6=-446/115 BOT CHORD 7-8=-3/300 WEBS 1-8=-46/396, 2-8=-253/46 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) 9, 6. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T22 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886895 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-ibXJta5ul3yu_1sGRXttZOrcv2henvAjiQFSxmyWVzl Scale = 1:40.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x8 5x6 4x10 2x4 3x4 2x4 3x6 3x8 2x4 3x8 3x8 2x4 4x6 4-3-0 4-3-0 11-1-8 6-10-8 18-0-0 6-10-8 20-5-15 2-6-0 22-3-0 1-9-1 -1-0-0 1-0-0 4-3-0 4-3-0 11-1-8 6-10-8 18-0-0 6-10-8 20-5-15 2-6-0 22-3-0 1-9-1 1-1-03-9-52-3-03-11-02-3-03-9-58.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-4-0,0-1-9], [5:0-3-0,0-2-3] 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-R 0.45 0.48 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.19 0.05 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-2 max.): 3-5, 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 4-10 REACTIONS.(lb/size) 8=878/0-3-8, 14=951/0-3-8 Max Horz 14=117(LC 5) Max Uplift 8=-55(LC 4), 14=-60(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1105/117, 3-4=-876/130, 4-5=-896/130, 5-6=-1060/121, 2-14=-916/127 BOT CHORD 11-13=-216/1476, 10-11=-216/1476, 9-10=-39/650, 8-9=-39/648 WEBS 3-13=0/327, 4-13=-711/145, 4-11=0/292, 4-10=-687/135, 5-10=0/310, 6-10=-70/355, 6-8=-963/89, 2-13=-111/837 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) 8, 14. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T23 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886896 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Ao5i5w5WWM4lbAQS?FP66cNkNS4QWKmtx4??UDyWVzk Scale = 1:39.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x8 4x8 4x6 3x6 3x4 3x6 3x8 3x8 3x8 4x6 4x6 5x6 2x4 5-9-0 5-9-0 11-1-8 5-4-8 16-6-0 5-4-8 19-7-7 3-1-8 21-11-8 2-4-1 22-3-0 0-3-8 -1-0-0 1-0-0 5-9-0 5-9-0 11-1-8 5-4-8 16-6-0 5-4-8 19-7-7 3-1-8 21-11-8 2-4-1 22-3-0 0-3-8 1-1-04-9-52-10-04-11-00-3-84-9-58.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-4-0,0-1-9], [5:0-4-0,0-1-9], [8:0-3-0,0-0-8], [9:0-2-8,0-2-0] 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 0.59 0.32 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.03 (loc) 11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 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* 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=867/0-3-8, 14=939/0-3-8 Max Horz 14=148(LC 5) Max Uplift 8=-35(LC 5), 14=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1085/121, 3-4=-826/139, 4-5=-799/134, 5-6=-975/129, 6-7=-648/91, 7-8=-827/91, 2-14=-878/138 BOT CHORD 11-13=-150/1087, 10-11=-150/1087, 9-10=-30/678 WEBS 3-13=0/310, 4-13=-403/117, 4-10=-420/99, 5-10=0/292, 6-9=-735/89, 7-9=-87/978, 2-13=-103/619 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) 8, 14. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T24 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886897 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-e_e4IG68HgCcDK?fZywLfpwrgrNRFqf0AkkY0fyWVzj Scale = 1:39.7 1 2 3 4 5 6 12 11 10 9 8 7 4x10 4x8 4x6 3x6 3x6 3x6 3x4 3x8 4x6 4x6 6x6 7-3-0 7-3-0 15-0-0 7-9-0 18-9-0 3-9-0 21-11-8 3-2-9 22-3-0 0-3-8 -1-0-0 1-0-0 7-3-0 7-3-0 15-0-0 7-9-0 18-9-0 3-9-0 21-11-8 3-2-9 22-3-0 0-3-8 1-1-05-9-53-5-05-11-00-3-85-9-58.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-14], [4:0-4-12,0-1-12], [7:0-3-0,0-0-8], [8:0-2-8,0-2-0] 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 0.88 0.46 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.24 0.02 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 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* 2-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-11 max.): 3-4, 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size) 7=867/0-3-8, 12=939/0-3-8 Max Horz 12=178(LC 5) Max Uplift 7=-22(LC 5), 12=-57(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1087/121, 3-4=-787/144, 4-5=-957/132, 5-6=-713/103, 6-7=-822/97, 2-12=-870/141 BOT CHORD 11-12=-165/309, 9-11=-121/813, 8-9=-24/736 WEBS 3-11=0/267, 5-8=-695/86, 6-8=-88/999, 2-11=-143/562 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) 7, 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T25 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886898 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6ACSVc7m2_KTrUar6gRaB1T2UFjP_Hi9POU6Y5yWVzi Scale = 1:41.9 1 2 3 4 5 6 12 11 10 9 8 7 5x8 4x8 4x6 3x6 3x6 3x6 3x4 3x8 4x6 4x6 4x10 8-9-0 8-9-0 13-6-0 4-9-0 17-10-8 4-4-8 21-11-8 4-1-1 22-3-0 0-3-8 -1-0-0 1-0-0 8-9-0 8-9-0 13-6-0 4-9-0 17-10-8 4-4-8 21-11-8 4-1-1 22-3-0 0-3-8 1-1-06-9-54-0-06-11-00-3-86-9-58.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [3:0-4-0,0-1-9], [4:0-4-0,0-1-9], [7:0-3-0,0-0-8], [8:0-2-8,0-2-0] 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 0.68 0.47 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.02 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 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* 2-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-12 max.): 3-4, 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=863/0-3-8, 12=941/0-3-8 Max Horz 12=209(LC 5) Max Uplift 7=-12(LC 5), 12=-65(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1029/123, 3-4=-688/147, 4-5=-899/143, 5-6=-768/114, 6-7=-821/96, 2-12=-851/156 BOT CHORD 10-12=-208/525, 9-10=-93/733, 8-9=-19/786 WEBS 3-10=0/267, 4-9=-22/260, 5-8=-641/109, 6-8=-89/1039, 2-10=-149/309 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) 7, 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T26 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886899 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6ACSVc7m2_KTrUar6gRaB1T5kFnu_Hk9POU6Y5yWVzi Scale: 1/4"=1' 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x10 4x8 5x6 3x6 3x4 3x6 3x6 3x4 3x4 3x8 3x6 3x6 4x6 5-2-12 5-2-12 10-3-0 5-0-4 12-0-0 1-9-0 17-0-0 5-0-0 21-11-8 4-11-9 22-3-0 0-3-8 -1-0-0 1-0-0 5-2-12 5-2-12 10-3-0 5-0-4 12-0-0 1-9-0 17-0-0 5-0-0 21-11-8 4-11-9 22-3-0 0-3-8 1-1-07-9-54-7-07-11-00-3-87-9-58.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-5-0,0-0-14], [5:0-4-0,0-1-9], [8:0-3-0,0-0-8], [9:0-2-8,0-1-8] 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 0.47 0.25 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.02 (loc) 11 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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* 2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=867/0-3-8, 14=939/0-3-8 Max Horz 14=240(LC 5) Max Uplift 8=-9(LC 6), 14=-67(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/105, 3-4=-849/149, 4-5=-635/156, 5-6=-846/147, 6-7=-786/119, 7-8=-818/100, 2-14=-881/124 BOT CHORD 11-13=-93/826, 10-11=-56/638, 9-10=-9/800 WEBS 3-11=-262/102, 5-10=-43/262, 6-9=-596/113, 7-9=-83/1032, 2-13=0/653 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) 8, 14. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T27 Truss Type Roof Special Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886900 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-aNmqjy8OoHSKSe91gNypkE?EIf5ljjLJd2Df4YyWVzh Scale = 1:52.1 1 2 3 4 5 6 12 11 10 9 8 7 4x6 4x10 3x6 3x4 3x6 3x6 3x4 3x8 3x6 4x6 5x6 5-8-0 5-8-0 11-1-8 5-5-8 16-1-8 5-0-0 21-11-8 5-10-1 22-3-0 0-3-8 -1-0-0 1-0-0 5-8-0 5-8-0 11-1-8 5-5-8 16-1-8 5-0-0 21-11-8 5-10-1 22-3-0 0-3-8 1-1-05-0-78-6-00-3-85-0-78.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [7:0-3-0,0-0-8], [8:0-2-8,0-1-8] 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 0.28 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.02 (loc) 7-8 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 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* 2-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=867/0-3-8, 12=939/0-3-8 Max Horz 12=257(LC 5) Max Uplift 7=-42(LC 7), 12=-68(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1079/104, 3-4=-808/150, 4-5=-805/151, 5-6=-789/124, 6-7=-808/106, 2-12=-877/125 BOT CHORD 9-11=-84/821, 8-9=-4/799 WEBS 3-9=-320/113, 4-9=-57/493, 5-9=-314/88, 5-8=-540/110, 6-8=-76/997, 2-11=0/612 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) 7, 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T28 Truss Type Half Hip Qty 3 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886901 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-3ZKCwH90ZbaB4okEE5T2GSYSc3QkSGMSsizCd_yWVzg Scale: 1/2"=1' 1 2 3 7 6 4 5 4x6 3x4 2x4 3x4 4-6-0 4-6-0 5-11-3 1-5-3 6-0-0 0-0-13 -1-0-0 1-0-0 4-6-0 4-6-0 6-0-0 1-6-0 1-1-03-11-54-1-03-11-58.00 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 0.39 0.36 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.16 0.17 (loc) 6-7 6-7 4 l/defl >822 >432 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* 2-7: 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 6-0-0 oc bracing. REACTIONS.(lb/size) 4=110/Mechanical, 7=307/0-3-8, 5=115/Mechanical Max Horz 7=133(LC 6) Max Uplift 4=-13(LC 7), 7=-20(LC 6), 5=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T30 Truss Type Common Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886902 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-3ZKCwH90ZbaB4okEE5T2GSYQN3T1SGwSsizCd_yWVzg Scale = 1:28.7 1 2 3 4 7 6 5 5x6 4x6 3x4 3x4 3x8 5x6 4-11-12 4-11-12 9-11-8 4-11-12 4-11-12 4-11-12 9-11-8 4-11-12 10-11-8 1-0-0 1-1-04-4-131-1-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-3-0,0-1-12] 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 0.53 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 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=383/0-5-8, 5=459/0-5-8 Max Horz 7=-116(LC 4) Max Uplift 7=-14(LC 6), 5=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-393/68, 2-3=-394/68, 1-7=-332/62, 3-5=-409/104 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T31 Truss Type ROOF SPECIAL Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886903 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-Xlub8d9eKvj2iyJQoo_Hpf5Z9TfCBXMc5Mim9QyWVzf Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x6 5x6 5x8 8x8 5x6 10x10 10x10 3x6 3x6 4x6 3x4 3x6 5x8 4x6 3x6 4x6 2x4 5x12 3x8 MT18HS 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 23-10-5 5-4-13 29-3-3 5-4-13 34-8-0 5-4-13 39-8-0 5-0-0 41-11-0 2-3-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-4-8 6-1-0 18-5-8 6-1-0 23-10-5 5-4-13 29-3-3 5-4-13 34-8-0 5-4-13 39-8-0 5-0-0 41-11-0 2-3-0 0-11-02-0-810-1-120-11-02-0-86.00 12 Plate Offsets (X,Y)-- [8:0-0-0,0-1-12], [8:0-2-4,0-3-0], [10:0-5-4,Edge], [11:0-3-8,0-2-4], [12:Edge,0-7-13], [13:0-1-12,0-0-0], [16:0-2-8,0-2-0], [18:0-2-8,0-2-0], [22:0-2-8,0-2-0], [23:0-1-12,0-0-0], [23:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.65 0.79 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.90 0.20 (loc) 15-16 15-16 13 l/defl >999 >557 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 172 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-20: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-14: 2x4 SPF No.2, 2-23,12-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-10 max.): 10-11. BOT CHORD Structural wood sheathing directly applied or 9-8-7 oc bracing. WEBS 1 Row at midpt 5-19, 7-19, 9-18, 10-16, 10-14 REACTIONS.(lb/size) 23=1735/0-3-8, 13=1664/Mechanical Max Horz 23=117(LC 5) Max Uplift 23=-107(LC 6), 13=-94(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2724/364, 3-5=-2481/390, 5-6=-2048/393, 6-7=-2033/396, 7-9=-2759/435, 9-10=-3773/509, 10-11=-2090/273, 11-12=-2301/284, 2-23=-1646/291, 12-13=-1629/202 BOT CHORD 22-23=-127/564, 21-22=-242/2356, 19-21=-161/2148, 18-19=-185/2399, 16-18=-346/3335, 15-16=-660/5592, 14-15=-656/5595 WEBS 3-21=-297/95, 5-21=0/350, 5-19=-619/152, 6-19=-210/1400, 7-19=-1060/206, 7-18=-68/863, 9-18=-1211/209, 9-16=-39/873, 10-16=-2372/330, 10-14=-3720/462, 11-14=-49/763, 2-22=-163/1803, 12-14=-207/1947 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) 13 except (jt=lb) 23=107. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T32 Truss Type Common Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886904 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-?ySzLzAH5CrvJ5ucLVVWMtdmDs35w2ulK0SJhsyWVze Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 5x6 3x6 10x10 3x6 4x8 3x6 3x4 3x6 3x8 3x6 3x4 3x6 3x8 10x10 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 36-11-0 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 36-11-0 6-3-8 0-11-010-1-120-11-06.00 12 Plate Offsets (X,Y)-- [10:Edge,0-7-13], [11:0-1-12,0-0-0], [12:0-2-8,0-1-8], [18:0-2-8,0-1-8], [19:0-1-12,0-0-0], [19:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.57 0.55 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.34 0.11 (loc) 15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 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* 2-19,10-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15 REACTIONS.(lb/size) 19=1535/0-3-8, 11=1464/0-3-8 Max Horz 19=117(LC 5) Max Uplift 19=-107(LC 6), 11=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2364/321, 3-5=-2079/342, 5-6=-1632/343, 6-7=-1632/343, 7-9=-2081/343, 9-10=-2372/324, 2-19=-1455/268, 10-11=-1385/218 BOT CHORD 18-19=-124/486, 17-18=-204/2035, 15-17=-118/1788, 13-15=-119/1790, 12-13=-207/2043, 11-12=-86/532 WEBS 6-15=-157/1017, 7-15=-633/155, 7-13=0/364, 9-13=-332/103, 5-15=-630/154, 5-17=0/363, 3-17=-325/100, 2-18=-135/1558, 10-12=-121/1520 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 except (jt=lb) 19=107. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T33 Truss Type Half Hip Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886905 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-T80LZJBvsWzmxFTovD1lu4AznGSWfc4uYgBtEJyWVzd Scale = 1:24.9 1 2 3 7 6 4 5 4x6 3x4 2x4 3x4 4-7-2 4-7-2 5-11-5 1-4-3 6-0-0 0-0-11 -1-0-0 1-0-0 4-7-2 4-7-2 6-0-0 1-4-14 1-1-04-0-14-1-124-0-18.00 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 0.39 0.35 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.16 0.16 (loc) 6-7 6-7 4 l/defl >817 >434 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* 2-7: 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 6-0-0 oc bracing. REACTIONS.(lb/size) 4=107/Mechanical, 7=307/0-3-8, 5=118/Mechanical Max Horz 7=135(LC 6) Max Uplift 4=-11(LC 7), 7=-19(LC 6), 5=-34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T34 Truss Type Common Qty 3 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886906 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-T80LZJBvsWzmxFTovD1lu4AzoGVmfcguYgBtEJyWVzd Scale = 1:28.7 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 4x6 4x6 4-11-12 4-11-12 9-11-8 4-11-12 -1-0-0 1-0-0 4-11-12 4-11-12 9-11-8 4-11-12 10-11-8 1-0-0 1-1-04-4-131-1-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] 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 0.39 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 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) 8=455/0-5-8, 6=455/0-5-8 Max Horz 8=107(LC 5) Max Uplift 8=-51(LC 6), 6=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-388/68, 3-4=-388/68, 2-8=-405/103, 4-6=-405/103 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss T35 Truss Type Common Qty 5 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886907 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-xKajmfCXdq5dZP2?TwY_RIj?VgoBO2w2nKxQmlyWVzc Scale = 1:25.9 1 2 3 4 5 8 7 6 4x8 8x8 8x8 3x8 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)-- [6:Edge,0-5-8], [6:0-1-12,0-0-0], [8:0-1-12,0-0-0], [8:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.97 0.32 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 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 5-10-0 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=-886/148, 3-4=-886/148, 2-8=-551/173, 4-6=-551/173 BOT CHORD 7-8=-57/540, 6-7=-50/540 WEBS 3-7=0/256, 2-7=-20/342, 4-7=-23/342 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886908 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-PX75z?C9O7DUAZcB1e3DzVFBz45C7HPB0_gzIByWVzb Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 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 5x8 4x8 10x10 5x10 MT18HS 3x6 6x8 5x12 4x10 2x4 4x6 4x6 5x12 3x6 6x8 10x10 5x10 MT18HS 5x10 MT18HS 4-3-12 4-3-12 8-4-0 4-0-4 16-9-9 8-5-9 25-1-7 8-3-13 33-7-0 8-5-9 37-7-4 4-0-4 41-11-0 4-3-12 -1-0-0 1-0-0 4-3-12 4-3-12 8-4-0 4-0-4 16-9-9 8-5-9 25-1-7 8-3-13 33-7-0 8-5-9 37-7-4 4-0-4 41-11-0 4-3-12 42-11-0 1-0-0 0-11-04-11-35-1-00-11-04-11-36.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-1-12], [8:0-5-0,0-1-7], [12:0-3-12,0-3-4], [12:0-3-4,0-1-10], [13:0-3-8,0-3-0], [20:0-3-8,0-3-0], [21:0-3-12,0-3-4], [21:0-3-4,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.92 0.53 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.92 0.21 (loc) 16-17 16-17 12 l/defl >999 >540 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 246 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6: 2x6 SP 2400F 2.0E, 6-8: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-19,5-16,7-14,2-20,10-13: 2x4 SPF No.2 2-21,10-12: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-1-15 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 8-11-2 oc bracing. WEBS 1 Row at midpt 5-16 2 Rows at 1/3 pts 5-19, 7-14 REACTIONS.(lb/size) 21=3108/0-3-8, 12=3145/0-3-8 Max Horz 21=54(LC 13) Max Uplift 21=-538(LC 5), 12=-553(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4703/813, 3-4=-5074/909, 4-5=-4545/841, 5-7=-7212/1388, 7-8=-4617/871, 8-9=-5153/934, 9-10=-4762/836, 2-21=-2834/537, 10-12=-2870/551 BOT CHORD 20-21=-210/1187, 19-20=-708/4128, 17-19=-1345/7184, 16-17=-1345/7184, 14-16=-1334/7212, 13-14=-671/4178, 12-13=-169/1204 WEBS 3-20=-491/83, 3-19=-160/659, 4-19=-103/1528, 5-19=-3048/658, 5-17=0/639, 7-16=0/631, 7-14=-2996/632, 8-14=-72/1504, 9-14=-174/687, 9-13=-495/83, 2-20=-506/2983, 10-13=-513/3016 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) 21=538, 12=553. 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) 118 lb down and 90 lb up at 8-4-0, 100 lb down and 90 lb up at 10-4-12, 100 lb down and 90 lb up at 12-4-12, 100 lb down and 90 lb up at 14-4-12, 100 lb down and 90 lb up at 16-4-12, 100 lb down and 90 lb up at 18-4-12, 100 lb down and 90 lb up at 20-4-12, 100 lb down and 90 lb up at 22-4-12, 100 lb down and 90 lb up at 24-4-12, 100 lb down and 90 lb up at 26-4-12, 100 lb down and 90 lb up at 28-4-12, 100 lb down and 90 lb up at 30-4-12, and 100 lb down and 90 lb up at 32-4-12, and 118 lb down and 90 lb up at 33-7-0 on top chord, and 271 lb down and 42 lb up at 4-4-12, 95 lb down and 43 lb up at 6-4-12, 72 lb down at 8-4-12, 72 lb down at 10-4-12, 72 lb down at 12-4-12, 72 lb down at 14-4-12, 72 lb down at 16-4-12, 72 lb down at 18-4-12, 72 lb down at 20-4-12, 72 lb down at 22-4-12, 72 lb down at 24-4-12, 72 lb down at 26-4-12, 72 lb down at 28-4-12, 72 lb down at 30-4-12, 72 lb down at 32-4-12, 72 lb down at 33-6-4, and 95 lb down and 43 lb up at 35-6-4, and 271 lb down and 42 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 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss TG01 Truss Type Hip Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886908 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:37 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-tjhUBLDn9RLLojBNaLaSWjoMjUQRskfLEeQXqeyWVza 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, 2-4=-60, 4-8=-60, 8-10=-60, 10-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 4=-100(B) 6=-100(B) 20=-271(B) 19=-47(B) 14=-47(B) 13=-271(B) 8=-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=-100(B) 32=-100(B) 33=-95(B) 34=-47(B) 35=-47(B) 36=-47(B) 37=-47(B) 38=-47(B) 39=-47(B) 40=-47(B) 41=-47(B) 42=-47(B) 43=-47(B) 44=-47(B) 45=-47(B) 46=-95(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 Componentavailable 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 96_WOODS_AT_SHELBORNE Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886909 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-LvFsOhEPwlTCQtma835h3wLZFtoqbBCUTI94N4yWVzZ Scale = 1:66.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 5x12 3x6 10x10 5x10 MT18HS 3x6 5x8 4x10 4x10 2x4 4x6 3x8 4x10 3x6 5x8 10x10 5x12 5x10 MT18HS 4-3-12 4-3-12 8-4-0 4-0-4 15-1-9 6-9-9 21-9-7 6-7-13 28-7-0 6-9-9 32-7-4 4-0-4 36-11-0 4-3-12 -1-0-0 1-0-0 4-3-12 4-3-12 8-4-0 4-0-4 15-1-9 6-9-9 21-9-7 6-7-13 28-7-0 6-9-9 32-7-4 4-0-4 36-11-0 4-3-12 37-11-0 1-0-0 0-11-04-11-35-1-00-11-04-11-36.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-2-0], [7:0-3-8,0-1-8], [8:0-8-4,0-2-0], [12:0-3-4,0-1-10], [12:0-4-0,0-3-4], [13:0-3-8,0-2-8], [20:0-3-8,0-2-8], [21:0-3-4,0-1-10], [21:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.81 0.39 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.63 0.13 (loc) 16-17 16-17 12 l/defl >999 >688 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-21,10-12: 2x8 SP 2400F 2.0E, 2-20,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-0 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-14 REACTIONS.(lb/size) 21=2706/0-3-8, 12=2709/0-3-8 Max Horz 21=-54(LC 6) Max Uplift 21=-465(LC 5), 12=-464(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4058/691, 3-4=-4255/761, 4-5=-3792/716, 5-7=-5407/1011, 7-8=-3797/715, 8-9=-4260/760, 9-10=-4061/688, 2-21=-2469/467, 10-12=-2471/465 BOT CHORD 20-21=-183/1027, 19-20=-588/3555, 17-19=-976/5414, 16-17=-976/5414, 14-16=-956/5407, 13-14=-531/3557, 12-13=-135/1029 WEBS 3-20=-347/75, 3-19=-142/444, 4-19=-78/1276, 5-19=-2006/421, 5-17=0/511, 7-16=0/507, 7-14=-1990/416, 8-14=-72/1271, 9-14=-144/447, 9-13=-348/75, 2-20=-420/2564, 10-13=-413/2564 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) 21=465, 12=464. 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) 118 lb down and 90 lb up at 8-4-0, 100 lb down and 90 lb up at 10-6-4, 100 lb down and 90 lb up at 12-6-4, 100 lb down and 90 lb up at 14-6-4, 100 lb down and 90 lb up at 16-6-4, 100 lb down and 90 lb up at 18-6-4, 100 lb down and 90 lb up at 20-6-4, 100 lb down and 90 lb up at 22-6-4, 100 lb down and 90 lb up at 24-6-4, and 100 lb down and 90 lb up at 26-6-4, and 118 lb down and 90 lb up at 28-7-0 on top chord, and 271 lb down and 42 lb up at 4-4-12, 98 lb down and 46 lb up at 6-6-4, 72 lb down at 8-4-12, 72 lb down at 10-6-4, 72 lb down at 12-6-4, 72 lb down at 14-6-4, 72 lb down at 16-6-4, 72 lb down at 18-6-4, 72 lb down at 20-6-4, 72 lb down at 22-6-4, 72 lb down at 24-6-4, 72 lb down at 26-6-4, 72 lb down at 28-6-4, and 95 lb down and 43 lb up at 30-6-4, and 271 lb down and 42 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) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886909 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:38 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-LvFsOhEPwlTCQtma835h3wLZFtoqbBCUTI94N4yWVzZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-8=-60, 8-10=-60, 10-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 4=-100(F) 6=-100(F) 20=-271(F) 19=-47(F) 14=-47(F) 13=-271(F) 8=-100(F) 22=-100(F) 23=-100(F) 24=-100(F) 25=-100(F) 26=-100(F) 27=-100(F) 28=-100(F) 29=-100(F) 30=-98(F) 31=-47(F) 32=-47(F) 33=-47(F) 34=-47(F) 35=-47(F) 36=-47(F) 37=-47(F) 38=-47(F) 39=-47(F) 40=-95(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 Componentavailable 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 96_WOODS_AT_SHELBORNE Truss TG03 Truss Type Common Girder Qty 1 Ply 2 96 Woods at Shelborne Job Reference (optional) I34886910 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-q5pEc1F1h2b210Lmimcwb8toHH36Ke2eiyvevWyWVzY Scale = 1:61.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 20 21 22 23 24 25 26 27 28 29 6x18 MT18HS 5x10 MT18HS 10x10 5x8 8x8 3x6 8x8 5x8 8x8 3x6 8x8 5x12 5x12 5x16 MT18HS 5x16 MT18HS 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 15-9-8 3-10-8 19-8-0 3-10-8 23-10-0 4-2-0 -1-0-0 1-0-0 4-2-0 4-2-0 8-0-8 3-10-8 11-11-0 3-10-8 15-9-8 3-10-8 19-8-0 3-10-8 23-10-0 4-2-0 24-10-0 1-0-0 1-1-00-5-09-0-51-1-00-5-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-12], [8:0-5-8,0-1-12], [10:0-8-12,0-2-8], [11:0-3-8,0-4-0], [12:0-3-8,0-4-4], [13:0-5-0,0-4-8], [15:0-3-8,0-4-4], [16:0-3-8,0-4-0], [17:0-8-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.53 0.71 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.08 (loc) 13-15 13-15 10 l/defl >999 >867 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 310 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-13: 2x4 SPF 2100F 1.8E, 6-12,4-15,2-16,8-11: 2x4 SPF No.2 2-17,8-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 17=10829/0-3-8, 10=10876/0-5-8 Max Horz 17=-213(LC 3) Max Uplift 17=-698(LC 5), 10=-634(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12257/765, 3-4=-11060/721, 4-5=-8770/624, 5-6=-8770/624, 6-7=-11000/694, 7-8=-11989/703, 2-17=-8625/585, 8-10=-8492/547 BOT CHORD 16-17=-342/3051, 15-16=-628/10104, 13-15=-514/9165, 12-13=-452/9115, 11-12=-503/9881, 10-11=-128/2758 WEBS 5-13=-610/9349, 6-13=-3413/273, 6-12=-203/3913, 7-12=-1053/113, 7-11=-52/1132, 4-13=-3506/314, 4-15=-252/4024, 3-15=-1285/153, 3-16=-99/1402, 2-16=-393/7234, 8-11=-385/7305 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 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) Bearing at joint(s) 17, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=698, 10=634. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1644 lb down and 106 lb up at 1-6-0, 1641 lb down and 106 lb up at 2-10-12, 1641 lb down and 106 lb up at 4-10-12, 1641 lb down and 106 lb up at 6-10-12, 1641 lb down and 106 lb up at 8-10-12, 1641 lb down and 106 lb up at 10-10-12, 1640 lb down and 106 lb up at 12-10-12, 1640 lb down and 89 lb up at 14-10-12, 1640 lb down and 92 lb up at 16-10-12, 1640 lb down and 92 lb up at 18-10-12, and 1643 lb down and 85 lb up at 20-10-12, and 1639 lb down and 72 lb up at 22-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss TG03 Truss Type Common Girder Qty 1 Ply 2 96 Woods at Shelborne Job Reference (optional) I34886910 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:39 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-q5pEc1F1h2b210Lmimcwb8toHH36Ke2eiyvevWyWVzY 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 18=-1644(B) 19=-1641(B) 20=-1641(B) 21=-1641(B) 22=-1641(B) 23=-1641(B) 24=-1640(B) 25=-1640(B) 26=-1640(B) 27=-1640(B) 28=-1643(B) 29=-1639(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 Componentavailable 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 96_WOODS_AT_SHELBORNE Truss TG04 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886911 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-mUx_1iGIDgrmHKV9pBfOgZy3v5szofXw9GOkzPyWVzW Scale = 1:57.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 13 12 11 10 9 8 46 47 48 49 50 51 52 53 4x6 10x10 4x6 3x8 3x6 4x6 3x6 4x6 10x10 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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 1-1-09-0-51-1-08.00 12 Plate Offsets (X,Y)-- [8:Edge,0-8-2], [8:0-1-12,0-0-0], [13:0-1-12,0-0-0], [13:Edge,0-8-2], [39:0-1-8,0-1-0], [41:0-1-8,0-1-0], [44:0-1-8,0-1-0] 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 0.84 0.30 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.02 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 304 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=1147/0-3-8, 8=1090/0-5-8 Max Horz 13=-211(LC 3) Max Uplift 13=-261(LC 5), 8=-175(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1381/325, 3-4=-1024/291, 4-5=-1025/290, 5-6=-1315/222, 2-13=-1051/270, 6-8=-1010/204 BOT CHORD 12-13=-246/380, 10-12=-242/1064, 9-10=-91/1010, 8-9=-51/354 WEBS 4-10=-210/677, 5-10=-338/125, 3-10=-409/216, 2-12=-85/690, 6-9=-48/661 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) 13=261, 8=175. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 43 lb up at 2-0-8 on top chord, and 3 lb up at 2-0-8, 33 lb down and 47 lb up at 3-3-12, 33 lb down and 47 lb up at 5-3-12, 33 lb down and 47 lb up at 7-3-12, 33 lb down and 47 lb up at 9-3-12, and 33 lb down and 47 lb up at 11-3-12, and 55 lb down and 50 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, 2-4=-60, 4-6=-60, 6-7=-60, 8-13=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss TG04 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886911 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:41 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-mUx_1iGIDgrmHKV9pBfOgZy3v5szofXw9GOkzPyWVzW LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 47=1(F) 48=-33(F) 49=-33(F) 50=-33(F) 51=-33(F) 52=-33(F) 53=-55(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 Componentavailable 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 96_WOODS_AT_SHELBORNE Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886912 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-mUx_1iGIDgrmHKV9pBfOgZy7h5tMoh7w9GOkzPyWVzW Scale = 1:23.0 1 2 3 4 5 9 8 7 6 10 11 12 13 2x4 4x6 5x10 MT18HS 4x8 2x4 3x6 4x8 3x8 -0-5-8 0-5-8 2-3-8 2-3-8 8-4-8 6-1-0 11-1-8 2-9-0 -0-5-8 0-5-8 0-2-7 0-2-7 2-3-8 2-1-1 8-4-8 6-1-0 11-1-8 2-9-0 12-1-8 1-0-0 0-5-81-6-42-11-01-1-02-11-08.00 12 *** Design Problems *** REVIEW REQUIRED Analog warning - check designPlate Offsets (X,Y)-- [2:0-6-0,0-1-8], [3:0-4-12,0-2-0], [4:0-3-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.21 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 52 lb FT = 20% GRIP 169/123 169/123 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 5-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 9=657/0-5-8, 6=714/0-3-8 Max Horz 9=-83(LC 3) Max Uplift 9=-57(LC 5), 6=-91(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-662/47, 1-2=-706/76, 2-3=-650/91, 3-4=-783/83, 4-6=-692/87 BOT CHORD 7-8=-97/613 WEBS 1-8=-128/717, 4-7=-125/698 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) 9, 6. 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) 85 lb down and 59 lb up at 2-3-8, 66 lb down and 59 lb up at 4-3-12, and 66 lb down and 59 lb up at 6-3-12, and 85 lb down and 59 lb up at 8-4-8 on top chord , and 76 lb down at 2-4-4, 76 lb down at 4-3-12, and 76 lb down at 6-3-12, and 76 lb down at 8-3-12 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886912 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:42 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-EgVNE2Hw_zzdvU4LNuAdDmVIRVDbX8N4Ow7IWryWVzV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 2=-66(F) 3=-66(F) 8=-43(F) 7=-43(F) 10=-66(F) 11=-66(F) 12=-43(F) 13=-43(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 Componentavailable 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 96_WOODS_AT_SHELBORNE Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886913 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-it2lROIYlH5UWefXxchsm_2SSuPeGVpDdatr2HyWVzU Scale = 1:40.4 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 5x10 MT18HS 3x6 5x6 3x6 3x4 4x8 8x8 3x12 2x4 3x6 3x6 5x10 MT18HS 6x8 4x6 4x6 4x6 2-9-0 2-9-0 8-4-9 5-7-9 13-10-7 5-5-13 19-6-0 5-7-9 21-4-8 1-10-8 22-3-0 0-10-9 -1-0-0 1-0-0 2-9-0 2-9-0 8-4-9 5-7-9 13-10-7 5-5-13 19-6-0 5-7-9 21-4-8 1-10-8 22-3-0 0-10-9 1-1-02-9-51-8-02-11-01-8-02-9-58.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-6-12,0-2-0], [7:0-6-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.65 0.80 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.07 (loc) 13-14 13-14 10 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 100 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-6 max.): 3-7, 8-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-12 REACTIONS.(lb/size) 10=1398/0-3-8, 17=1518/0-3-8 Max Horz 17=84(LC 4) Max Uplift 10=-157(LC 3), 17=-170(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1842/233, 3-4=-1577/219, 4-6=-3254/441, 6-7=-1562/216, 7-8=-1753/221, 8-9=-472/66, 9-10=-975/136, 2-17=-1486/167 BOT CHORD 14-16=-475/3311, 13-14=-475/3311, 12-13=-454/3254, 11-12=-64/613 WEBS 3-16=0/658, 4-16=-1904/285, 4-14=0/442, 6-13=0/424, 6-12=-1861/274, 7-12=0/578, 8-12=-170/1094, 8-11=-1204/101, 9-11=-82/757, 2-16=-222/1512 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 12%, joint 7 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=157, 17=170. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 59 lb up at 2-9-0, 66 lb down and 59 lb up at 4-1-8, 66 lb down and 59 lb up at 5-5-4, 66 lb down and 59 lb up at 7-5-4, 66 lb down and 59 lb up at 9-5-4, 66 lb down and 59 lb up at 11-5-4, 66 lb down and 59 lb up at 13-5-4, 66 lb down and 59 lb up at 15-5-4, and 66 lb down and 59 lb up at 17-5-4, and 85 lb down and 59 lb up at 19-6-0 on top chord, and 76 lb down at 2-9-12, 76 lb down at 4-1-8, 76 lb down at 5-5-4, 76 lb down at 7-5-4, 76 lb down at 9-5-4, 76 lb down at 11-5-4, 76 lb down at 13-5-4, 76 lb down at 15-5-4, and 76 lb down at 17-5-4, and 76 lb down at 19-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886913 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:43 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-it2lROIYlH5UWefXxchsm_2SSuPeGVpDdatr2HyWVzU 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: 3=-66(F) 16=-43(F) 7=-66(F) 12=-43(F) 18=-66(F) 19=-66(F) 20=-66(F) 21=-66(F) 22=-66(F) 23=-66(F) 24=-66(F) 25=-66(F) 26=-43(F) 27=-43(F) 28=-43(F) 29=-43(F) 30=-43(F) 31=-43(F) 32=-43(F) 33=-43(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 Componentavailable 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 96_WOODS_AT_SHELBORNE Truss TG07 Truss Type Half Hip Girder Qty 4 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886914 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-it2lROIYlH5UWefXxchsm_2UtuOaGgEDdatr2HyWVzU Scale = 1:19.9 1 2 3 7 6 8 4 9 5 4x6 2x4 2x4 2x4 3-0-0 3-0-0 5-11-6 2-11-6 6-0-0 0-0-10 -1-0-0 1-0-0 3-0-0 3-0-0 6-0-0 3-0-0 1-1-02-11-53-1-02-11-58.00 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 0.56 0.87 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.16 0.18 (loc) 6 6 4 l/defl >999 >441 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud 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 6-0-0 oc bracing. REACTIONS.(lb/size) 4=184/Mechanical, 7=479/0-3-8, 5=291/Mechanical Max Horz 7=101(LC 5) Max Uplift 4=-68(LC 3), 7=-77(LC 5), 5=-29(LC 5) Max Grav 4=188(LC 10), 7=479(LC 1), 5=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-328/207 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 130 lb up at 3-0-0, and 122 lb down and 86 lb up at 4-5-6 on top chord, and 134 lb down at 3-0-0, and 96 lb down at 4-5-6 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=-166(F) 6=-78(F) 8=-122(F) 9=-57(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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886915 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-A3c7fkJAVbDL8oEjVJC5IBaiPIwf?8zNrEcOakyWVzT Scale = 1:17.9 2 3 4 1 6 7 5 8 9 2x4 3x4 4-10-0 4-10-0 4-10-0 4-10-0 6-6-0 1-8-0 3-0-32-7-131-1-04.80 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 0.38 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=69/Mechanical, 5=39/Mechanical, 4=367/0-4-13 Max Horz 1=96(LC 1), 5=-111(LC 12) Max Uplift 1=-34(LC 12), 4=-117(LC 6) Max Grav 1=69(LC 1), 5=82(LC 2), 4=367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-318/130 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; 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) 1 except (jt=lb) 4=117. 5) Non Standard bearing condition. Review required. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 6 lb up at 2-6-8, and 50 lb down at 3-5-4 on top chord, and 2 lb down and 18 lb up at 2-6-8, and 9 lb up at 3-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=2(F) 9=2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss TG09 Truss Type Roof Special Girder Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886916 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-eFAVs4JoGuLCmxow21jKrP7s2iGBkbDW4uMy6AyWVzS Scale = 1:17.1 2 3 4 1 6 5 7 2x4 2x4 4-5-0 4-5-0 4-5-0 4-5-0 6-1-0 1-8-0 2-10-32-5-131-1-04.80 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 0.32 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=72/Mechanical, 5=37/Mechanical, 4=335/0-4-13 Max Horz 1=66(LC 2), 5=-68(LC 12) Max Uplift 1=-25(LC 12), 4=-86(LC 6) Max Grav 1=72(LC 1), 5=75(LC 2), 4=335(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-289/115 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; 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) 1, 4. 5) Non Standard bearing condition. Review required. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 7 lb up at 2-7-4 on top chord, and 1 lb up at 2-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss V01 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886917 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-eFAVs4JoGuLCmxow21jKrP7voiFrkY0W4uMy6AyWVzS Scale = 1:48.6 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 21-4-13 21-4-13 10-8-6 10-8-6 21-4-13 10-8-6 0-0-47-1-100-0-48.00 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 0.21 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: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-4-13. (lb) - Max Horz 1=-158(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=259(LC 1), 11=341(LC 10), 13=279(LC 1), 9=340(LC 11), 8=280(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-257/137, 5-9=-257/136 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, 11, 13, 9, 8. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss V02 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886918 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-6Skt4QKQ1CT3N5N6ckEZNcg2?6aFT0OfJY5VfcyWVzR Scale = 1:39.8 1 2 3 4 5 9 8 7 63x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 18-4-13 18-4-13 9-2-6 9-2-6 18-4-13 9-2-6 0-0-46-1-100-0-48.00 12 Plate Offsets (X,Y)-- [1:0-5-10,Edge], [5:0-0-12,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 0.31 0.23 0.13 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: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-13. (lb) - Max Horz 1=136(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-108(LC 6), 6=-108(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=423(LC 10), 6=423(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-316/157, 4-6=-316/157 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=108, 6=108. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss V03 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886919 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-beIFHmL3oVbw?FyIASlowqCDQWyFCUvpYCr3B2yWVzQ Scale: 3/8"=1' 1 2 3 4 5 8 7 63x6 6x6 3x6 2x4 2x4 2x4 2x4 2x4 15-4-13 15-4-13 7-8-6 7-8-6 15-4-13 7-8-6 0-0-45-1-100-0-48.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.11 0.12 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: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-13. (lb) - Max Horz 1=113(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=270(LC 1), 8=332(LC 10), 6=332(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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) The Fabrication Tolerance at joint 3 = 0% 4) Gable requires continuous bottom chord bearing. 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) 1, 8, 6. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss V04 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886920 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-beIFHmL3oVbw?FyIASlowqCF6WybCUcpYCr3B2yWVzQ Scale = 1:25.9 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-4-13 12-4-13 6-2-6 6-2-6 12-4-13 6-2-6 0-0-44-1-100-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.09 0.07 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: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-13. (lb) - Max Horz 1=-89(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=276(LC 1), 8=280(LC 10), 6=280(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, 5, 8, 6. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss V05 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886921 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-3qseV5MhZpkndPXVk9H1S1lNGvGAxy7ymracjVyWVzP Scale = 1:20.8 1 2 3 4 3x8 4x6 3x8 2x4 9-4-13 9-4-13 4-8-6 4-8-6 9-4-13 4-8-6 0-0-43-1-100-0-48.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:0-4-0,0-1-8], [3:0-2-7,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 0.32 0.20 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: 21 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=156/9-4-13, 3=156/9-4-13, 4=364/9-4-13 Max Horz 1=-67(LC 4) Max Uplift 1=-13(LC 6), 3=-17(LC 7), 4=-3(LC 6) Max Grav 1=157(LC 10), 3=157(LC 11), 4=364(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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) The Fabrication Tolerance at joint 2 = 4% 4) Gable requires continuous bottom chord bearing. 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) 1, 3, 4. 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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss V06 Truss Type GABLE Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886922 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:y5_bakEDWI6z5XZVInP0fmzMXNM-X1Q0iRNJK7seEZ6hHtoG?FIZtJcugPn6?VK9FxyWVzO Scale = 1:15.6 1 2 3 4 2x4 3x4 2x4 2x4 6-4-13 6-4-13 3-2-6 3-2-6 6-4-13 3-2-6 0-0-42-1-100-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.27 0.17 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 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=122/6-4-13, 3=122/6-4-13, 4=212/6-4-13 Max Horz 1=44(LC 5) Max Uplift 1=-18(LC 6), 3=-21(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.). 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 Componentavailable 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. October 5,2018 Job 96_WOODS_AT_SHELBORNE Truss V07 Truss Type Valley Qty 1 Ply 1 96 Woods at Shelborne Job Reference (optional) I34886923 8.220 s Sep 24 2018 MiTek Industries, Inc. Fri Oct 5 09:11:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:TJ?M1nG40EDvAs72DeRH5cyWWR5-X1Q0iRNJK7seEZ6hHtoG?FId8Jc5gPC6?VK9FxyWVzO Scale = 1:8.4 1 2 3 2x4 2x4 2x4 3-4-7 3-4-7 3-4-13 0-0-6 1-8-6 1-8-6 3-4-13 1-8-6 0-0-41-1-100-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=108/3-4-1, 3=108/3-4-1 Max Horz 1=-21(LC 4) Max Uplift 1=-5(LC 6), 3=-5(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.). 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 Componentavailable 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. October 5,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL 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.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 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"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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 InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 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 System General 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.