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HomeMy WebLinkAboutI36398788.109_Woods_at_shelborne16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). March 14,2019 Liu, Xuegang Pages or sheets covered by this seal: I36398788 thru I36398870 My license renewal date for the state of Indiana is July 31, 2020. 109_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: 109 Woods at shelborne 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398788 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:01:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Mn2uQbO6jqKCTH4RLKNy5cYvx2fyCx_FVzEAgBzbGoO Scale = 1:17.5 1 2 5 6 7 3 8 9 4 2x4 2x4 4-7-8 4-7-8 -1-8-0 1-8-0 4-7-8 4-7-8 1-1-02-11-32-6-132-11-34.80 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 0.27 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=288/0-4-13, 3=121/Mechanical, 4=51/Mechanical Max Horz 5=81(LC 7) Max Uplift 5=-51(LC 7), 3=-55(LC 7) Max Grav 5=288(LC 1), 3=121(LC 1), 4=101(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 5 and 55 lb uplift at joint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 15 lb up at 1-6-0, and 25 lb down and 76 lb up at 2-0-6, and 36 lb down and 37 lb up at 4-6-12 on top chord, and 3 lb down and 7 lb up at 1-6-0, and 8 lb down and 17 lb up at 2-0-6, and 21 lb down at 4-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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=-20(F) 4=-11(F) 7=25(F) 8=3(B) 9=4(F) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398789 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:01:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-q_cHexPkU8S35Rfeu2uBdq42jS?LxOEOkd_kCezbGoN Scale = 1:22.6 1 2 5 6 7 3 8 9 4 2x4 3x4 5-0-7 5-0-7 -1-7-3 1-7-3 5-0-7 5-0-7 1-3-03-10-70-4-123-5-123-10-76.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.07 0.04 (loc) 4-5 4-5 3 l/defl >999 >820 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=313/0-4-11, 3=145/Mechanical, 4=61/Mechanical Max Horz 5=108(LC 7) Max Uplift 5=-35(LC 7), 3=-75(LC 7), 4=-10(LC 7) Max Grav 5=313(LC 1), 3=145(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=-271/52 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 5, 75 lb uplift at joint 3 and 10 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 36 lb up at 1-10-9, and 43 lb down and 30 lb up at 2-2-5, and 46 lb down and 55 lb up at 4-11-11 on top chord, and 6 lb down and 13 lb up at 1-10-9, and 12 lb down and 26 lb up at 2-2-5, and 22 lb down and 13 lb up at 4-11-11 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). 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=-22(F) 4=-12(F) 8=2(B) 9=4(F) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398790 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:01:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-q_cHexPkU8S35Rfeu2uBdq42IS_nxOEOkd_kCezbGoN Scale = 1:21.9 1 2 5 6 7 3 8 9 4 3x4 3x4 5-6-1 5-6-1 -1-10-0 1-10-0 5-6-1 5-6-1 1-3-03-9-00-4-83-4-83-9-05.45 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 0.35 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.04 (loc) 4-5 4-5 3 l/defl >999 >667 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=330/0-5-4, 3=128/Mechanical, 4=51/Mechanical Max Horz 5=105(LC 7) Max Uplift 5=-63(LC 7), 3=-58(LC 7), 4=-5(LC 7) Max Grav 5=330(LC 1), 3=128(LC 1), 4=97(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-282/81 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 5, 58 lb uplift at joint 3 and 5 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 32 lb up at 1-9-1, and 27 lb down and 81 lb up at 2-0-6, and 46 lb down and 49 lb up at 4-4-15 on top chord, and 4 lb down and 1 lb up at 1-9-1, and 14 lb down and 30 lb up at 2-0-6, and 9 lb down and 20 lb up at 4-4-15 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=27(B) 8=6(F=1, B=5) 9=0(B) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398791 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:01:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-IAAfrHQMERawjbEqSlPQA1dD4sK0gqTXyHjHk4zbGoM Scale = 1:21.9 1 2 5 6 7 3 8 9 4 3x4 3x4 5-6-1 5-6-1 -1-10-0 1-10-0 5-6-1 5-6-1 1-3-03-9-00-4-83-4-83-9-05.45 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 0.35 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.10 0.04 (loc) 4-5 4-5 3 l/defl >999 >669 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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=329/0-5-4, 3=128/Mechanical, 4=51/Mechanical Max Horz 5=105(LC 7) Max Uplift 5=-64(LC 7), 3=-57(LC 7), 4=-5(LC 7) Max Grav 5=329(LC 1), 3=128(LC 1), 4=97(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-281/81 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 5, 57 lb uplift at joint 3 and 5 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 32 lb up at 1-9-1, and 27 lb down and 84 lb up at 1-11-7, and 47 lb down and 48 lb up at 4-4-1 on top chord, and 4 lb down and 1 lb up at 1-9-1, and 14 lb down and 31 lb up at 1-11-7, and 9 lb down and 20 lb up at 4-4-1 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=28(F) 8=6(F=5, B=1) 9=1(F) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss GE01 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398792 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-mMk13dR_?linKlp00TxfjFASpFk9PH?hBxTrHWzbGoL Scale = 1:28.5 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 10-11-0 10-11-0 -1-0-0 1-0-0 5-5-8 5-5-8 10-11-0 5-5-8 11-11-0 1-0-0 1-1-04-8-111-1-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.03 0.05 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 120 120 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 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 6-0-0 oc bracing. REACTIONS.All bearings 10-11-0. (lb) - Max Horz 20=-91(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- 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 5-5-8, Corner(3) 5-5-8 to 8-5-8, Exterior(2) 8-5-8 to 11-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398793 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-mMk13dR_?linKlp00TxfjFARFFkoPHjhBxTrHWzbGoL Scale = 1:15.1 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x4 2x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.13 0.06 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 120 120 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=160/2-0-0, 4=45/2-0-0 Max Horz 5=63(LC 8) Max Uplift 5=-22(LC 9), 4=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss GE03 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398794 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-EZIPGzRcm3qeyuODaASuFSibuf3R8ivqQbCOpyzbGoK Scale = 1:66.8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 2x4 3x4 4x6 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-0 19-11-0 -1-0-0 1-0-0 9-11-8 9-11-8 19-11-0 9-11-8 20-11-0 1-0-0 1-3-09-6-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.09 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 345 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 2x4 SPF-S Stud *Except* 10-28: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 37=181(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 32, 34, 35, 26, 25, 24, 23, 22 except 37=-225(LC 7), 20=-178(LC 8), 36=-185(LC 8), 21=-149(LC 7) Max Grav All reactions 250 lb or less at joint(s) 20, 28, 29, 30, 31, 32, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 except 37=257(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-26/250, 10-11=-24/250 WEBS 10-28=-264/2 NOTES- 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -1-0-0 to 1-11-8, Exterior(2) 1-11-8 to 9-11-8, Corner(3) 9-11-8 to 12-11-8, Exterior(2) 12-11-8 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31, 32, 34, 35, 26, 25, 24, 23, 22 except (jt=lb) 37=225, 20=178, 36=185, 21=149. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss GE04 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398795 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-jlsnTJSFXMyVa2zP7uz7ogFnW3O1t8N_eFyxLPzbGoJ Scale: 1/4"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-11-0 14-11-0 -1-0-0 1-0-0 7-5-8 7-5-8 14-11-0 7-5-8 15-11-0 1-0-0 1-3-07-5-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.07 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 216 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 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 6-0-0 oc bracing. REACTIONS.All bearings 14-11-0. (lb) - Max Horz 28=-146(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 24, 25, 26, 20, 19, 18, 17 except 28=-127(LC 7), 16=-102(LC 8), 27=-111(LC 8) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) -1-0-0 to 2-1-8, Exterior(2) 2-1-8 to 7-5-8, Corner(3) 7-5-8 to 10-5-8, Exterior(2) 10-5-8 to 15-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 25, 26, 20, 19, 18, 17 except (jt=lb) 28=127, 16=102, 27=111. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J01 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398796 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BxQAhfTtIg4MBCYbhbUMKtnzrTlsceT7tuhVtrzbGoI Scale = 1:11.2 1 2 5 3 42x4 2x4 1-5-12 1-5-12 -1-0-0 1-0-0 1-5-12 1-5-12 0-11-01-7-141-3-31-7-146.00 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 0.03 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=151/0-3-8, 3=16/Mechanical, 4=7/Mechanical Max Horz 5=47(LC 9) Max Uplift 5=-16(LC 9), 3=-9(LC 6) Max Grav 5=151(LC 1), 3=16(LC 1), 4=23(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J02 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398797 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-f8zYu?UV3_CCpM6oFJ?bt5K8St50L5jH6YR2QHzbGoH Scale = 1:12.3 1 2 5 3 42x4 2x4 1-2-1 1-2-1 -1-0-0 1-0-0 1-2-1 1-2-1 1-1-01-10-61-5-31-10-68.00 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 0.12 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-1 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=-1/Mechanical, 4=3/Mechanical Max Horz 5=58(LC 9) Max Uplift 5=-3(LC 9), 3=-13(LC 6), 4=-12(LC 9) Max Grav 5=148(LC 1), 3=9(LC 7), 4=17(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J03 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398798 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-f8zYu?UV3_CCpM6oFJ?bt5K7gt4NL5jH6YR2QHzbGoH Scale = 1:17.4 1 2 5 6 3 4 2x4 2x4 2-8-1 2-8-1 -1-0-0 1-0-0 2-8-1 2-8-1 1-1-02-10-62-5-32-10-68.00 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 0.17 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=183/0-3-8, 3=59/Mechanical, 4=24/Mechanical Max Horz 5=80(LC 9) Max Uplift 3=-28(LC 9) Max Grav 5=183(LC 1), 3=59(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-7-5 zone; cantilever left and right exposed ; end 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J04 Truss Type Jack-Open Qty 2 Ply 1 109 Woods at shelborne Job Reference (optional) I36398799 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7KXw6LU7qHK3RWh_p0WqQItJGGR84YyQLCAbykzbGoG Scale = 1:12.5 1 2 5 3 42x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-11-01-11-01-6-51-11-06.00 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 0.12 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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 3=38/Mechanical, 4=15/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-14(LC 9), 3=-14(LC 9) Max Grav 5=164(LC 1), 3=38(LC 1), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J05 Truss Type Jack-Open Qty 2 Ply 1 109 Woods at shelborne Job Reference (optional) I36398800 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7KXw6LU7qHK3RWh_p0WqQItEUGRw4YyQLCAbykzbGoG Scale = 1:12.3 1 2 5 3 4 3x6 2x4 1-4-15 1-4-5 -1-11-5 1-11-5 1-4-15 1-4-15 1-3-01-10-41-5-131-10-45.15 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 0.42 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-47/Mechanical, 4=-8/Mechanical, 5=280/0-5-9 Max Horz 5=62(LC 9) Max Uplift 3=-47(LC 1), 4=-8(LC 1), 5=-53(LC 9) Max Grav 3=14(LC 5), 4=17(LC 2), 5=280(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-247/285 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4, 5. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J08 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398801 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bW5IJgVlbbSw2gGAMj13yWPL?gjOp?CZZsw9UAzbGoF Scale = 1:25.4 1 2 5 6 3 4 3x6 3x6 2-2-9 2-2-9 -1-7-3 1-7-3 2-2-9 2-2-9 3-3-04-4-136.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.69 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.11 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=231/0-4-11, 3=19/Mechanical, 4=15/Mechanical Max Horz 5=110(LC 9) Max Uplift 3=-52(LC 9), 4=-54(LC 9) Max Grav 5=231(LC 1), 3=33(LC 7), 4=46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-7-3 to 1-4-13, Interior(1) 1-4-13 to 2-1-13 zone; cantilever left and right exposed ; end 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J09 Truss Type Jack-Open Qty 5 Ply 1 109 Woods at shelborne Job Reference (optional) I36398802 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bW5IJgVlbbSw2gGAMj13yWPJ_ghFp?CZZsw9UAzbGoF Scale = 1:25.5 1 2 3 5 4 4x8 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 3-1-04-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.82 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.02 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 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=164/0-3-8, 4=53/Mechanical Max Horz 5=153(LC 9) Max Uplift 5=-8(LC 7), 4=-222(LC 9) Max Grav 5=164(LC 1), 4=78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 except (jt=lb) 4=222. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J10 Truss Type Jack-Open Qty 20 Ply 1 109 Woods at shelborne Job Reference (optional) I36398803 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-3jfgX0WNMvangprMwRZIVjyaA44EYSSjoWfi1czbGoE Scale = 1:26.7 1 2 5 6 3 4 3x4 3x4 4-2-0 4-2-0 -1-0-0 1-0-0 4-2-0 4-2-0 1-3-04-8-114-2-144-8-1110.00 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 0.41 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=237/0-3-8, 3=104/Mechanical, 4=44/Mechanical Max Horz 5=128(LC 9) Max Uplift 3=-56(LC 9) Max Grav 5=237(LC 1), 3=104(LC 1), 4=76(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J11 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398804 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-3jfgX0WNMvangprMwRZIVjydA47XYSSjoWfi1czbGoE Scale = 1:13.8 1 2 5 6 3 4 2x4 3x4 1-8-13 1-8-13 -1-7-3 1-7-3 1-8-13 1-8-13 1-3-02-1-131-9-22-1-136.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=226/0-4-11, 3=1/Mechanical, 4=4/Mechanical Max Horz 5=69(LC 9) Max Uplift 5=-27(LC 9), 3=-13(LC 6), 4=-5(LC 9) Max Grav 5=226(LC 1), 3=9(LC 7), 4=26(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-7-3 to 1-4-13, Interior(1) 1-4-13 to 1-8-10 zone; cantilever left and right exposed ; end 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J12 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398805 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-XvD2kMX07CieIzQZU84X1xVpGUSlHvis1APGZ2zbGoD Scale = 1:13.9 1 2 5 3 42x4 2x4 1-7-8 1-7-8 -1-0-0 1-0-0 1-7-8 1-7-8 1-1-02-2-01-8-132-2-08.00 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 0.13 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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 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=22/Mechanical, 4=10/Mechanical Max Horz 5=65(LC 9) Max Uplift 5=-2(LC 9), 3=-17(LC 9), 4=-6(LC 9) Max Grav 5=154(LC 1), 3=22(LC 1), 4=26(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J13 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398806 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-XvD2kMX07CieIzQZU84X1xVpDUShHvis1APGZ2zbGoD Scale = 1:14.5 1 2 5 3 42x4 2x4 1-9-13 1-9-13 -1-0-0 1-0-0 1-9-13 1-9-13 1-1-02-3-90-5-31-10-52-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=159/0-3-8, 3=30/Mechanical, 4=12/Mechanical Max Horz 5=68(LC 9) Max Uplift 5=-1(LC 9), 3=-19(LC 9), 4=-4(LC 9) Max Grav 5=159(LC 1), 3=30(LC 1), 4=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J14 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398807 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-?5nRxiXeuWrVv7?l2sbma81_Vunk0My0Fq8p5VzbGoC Scale = 1:14.8 1 2 5 3 42x4 3x4 1-3-13 1-3-13 -1-0-0 1-0-0 1-3-13 1-3-13 1-3-02-4-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.07 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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-13 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=7/Mechanical, 4=5/Mechanical Max Horz 5=74(LC 9) Max Uplift 3=-20(LC 9), 4=-20(LC 9) Max Grav 5=149(LC 1), 3=16(LC 7), 4=20(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J15 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398808 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-?5nRxiXeuWrVv7?l2sbma81yvuno0My0Fq8p5VzbGoC Scale = 1:21.6 1 2 5 6 3 4 3x4 3x4 2-11-1 2-11-1 -1-0-0 1-0-0 2-11-1 2-11-1 1-3-03-8-33-2-63-8-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=192/0-3-8, 3=67/Mechanical, 4=27/Mechanical Max Horz 5=104(LC 9) Max Uplift 3=-41(LC 9), 4=-4(LC 9) Max Grav 5=192(LC 1), 3=67(LC 1), 4=51(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-5 zone; cantilever left and right exposed ; end 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J16 Truss Type Jack-Open Qty 12 Ply 1 109 Woods at shelborne Job Reference (optional) I36398809 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-UHLp92YGfqzMXHaxbZ6?7Ma7IH6rlpC9UUuMdxzbGoB Scale = 1:22.5 1 2 5 6 3 4 3x4 3x4 3-1-12 3-1-12 -1-0-0 1-0-0 3-1-12 3-1-12 1-3-03-10-73-4-103-10-710.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=200/0-3-8, 3=74/Mechanical, 4=30/Mechanical Max Horz 5=108(LC 9) Max Uplift 3=-44(LC 9), 4=-2(LC 9) Max Grav 5=200(LC 1), 3=74(LC 1), 4=56(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J17 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398810 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-UHLp92YGfqzMXHaxbZ6?7MaA8H8KlpC9UUuMdxzbGoB Scale = 1:13.6 1 2 5 3 4 2x4 2x4 2-1-14 2-1-14 -1-0-0 1-0-0 2-1-14 2-1-14 0-11-82-1-86.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=167/0-3-8, 3=41/Mechanical, 4=16/Mechanical Max Horz 5=59(LC 9) Max Uplift 5=-10(LC 9), 3=-17(LC 9) Max Grav 5=167(LC 1), 3=41(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J18 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398811 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-yUvBMOZuQ75D9R989HdEfZ7LuhUZUGRIj8dwANzbGoA Scale = 1:13.6 1 2 5 3 4 2x4 2x4 2-1-14 2-1-14 -1-0-0 1-0-0 2-1-14 2-1-14 0-11-82-1-81-8-112-1-86.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=167/0-3-8, 3=41/Mechanical, 4=16/Mechanical Max Horz 5=59(LC 9) Max Uplift 5=-10(LC 9), 3=-17(LC 9) Max Grav 5=167(LC 1), 3=41(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 3. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J19 Truss Type Jack-Open Qty 5 Ply 1 109 Woods at shelborne Job Reference (optional) I36398812 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-yUvBMOZuQ75D9R989HdEfZ7IHhSCUGRIj8dwANzbGoA Scale = 1:21.9 1 2 5 6 3 4 3x4 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 1-3-03-9-03-3-33-9-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=195/0-3-8, 3=69/Mechanical, 4=28/Mechanical Max Horz 5=106(LC 9) Max Uplift 3=-42(LC 9), 4=-3(LC 9) Max Grav 5=195(LC 1), 3=69(LC 1), 4=53(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J20 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398813 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QgSZakaWARD4mbkKj_8TCnfU_5puDjhSyoNTiqzbGo9 Scale = 1:19.3 1 2 5 6 3 4 3x4 3x4 2-4-6 2-4-6 -1-0-0 1-0-0 2-4-6 2-4-6 1-3-03-2-1010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=173/0-3-8, 3=48/Mechanical, 4=20/Mechanical Max Horz 5=93(LC 9) Max Uplift 3=-35(LC 9), 4=-8(LC 9) Max Grav 5=173(LC 1), 3=48(LC 1), 4=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-3-10 zone; cantilever left and right exposed ; end 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J21 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398814 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QgSZakaWARD4mbkKj_8TCnfVw5qdDjhSyoNTiqzbGo9 Scale = 1:13.8 1 2 5 3 42x4 3x4 1-0-12 1-0-12 -1-0-0 1-0-0 1-0-12 1-0-12 1-3-02-1-101-7-142-1-1010.00 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 0.05 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-12 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=-8/Mechanical, 4=1/Mechanical Max Horz 5=69(LC 9) Max Uplift 3=-17(LC 6), 4=-26(LC 9) Max Grav 5=148(LC 1), 3=11(LC 7), 4=17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J22 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398815 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-us0xn4b8xlLxOkIWHifik_CfnV98yAxbAS61EGzbGo8 Scale = 1:19.1 1 2 5 3 4 3x4 3x4 2-3-14 2-3-14 -1-0-0 1-0-0 2-3-14 2-3-14 1-3-03-2-42-8-73-2-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-14 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=172/0-3-8, 3=47/Mechanical, 4=19/Mechanical Max Horz 5=93(LC 9) Max Uplift 3=-34(LC 9), 4=-8(LC 9) Max Grav 5=172(LC 1), 3=47(LC 1), 4=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss J23 Truss Type Jack-Open Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398816 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-us0xn4b8xlLxOkIWHifik_CghVAtyAxbAS61EGzbGo8 Scale = 1:13.6 1 2 5 3 42x4 3x4 1-0-5 1-0-5 -1-0-0 1-0-0 1-0-5 1-0-5 1-3-02-1-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.05 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-5 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=-11/Mechanical, 4=1/Mechanical Max Horz 5=69(LC 9) Max Uplift 3=-17(LC 6), 4=-27(LC 9) Max Grav 5=149(LC 1), 3=10(LC 7), 4=18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 4. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss M01 Truss Type Monopitch Qty 13 Ply 1 109 Woods at shelborne Job Reference (optional) I36398817 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-M3aK?Pbmi2To0utjqPBxHClqlvW5hdBlP6samizbGo7 Scale = 1:15.1 1 2 3 5 4 2x4 2x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES 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 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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=45/Mechanical, 5=160/0-3-8 Max Horz 5=63(LC 8) Max Uplift 4=-28(LC 6), 5=-22(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss M02 Truss Type Monopitch Qty 3 Ply 1 109 Woods at shelborne Job Reference (optional) I36398818 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-M3aK?Pbmi2To0utjqPBxHClokvVzhdBlP6samizbGo7 Scale = 1:19.9 1 2 3 5 4 6 3x4 2x4 3x4 2x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-11-03-5-06.00 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 0.26 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -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 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=180/Mechanical, 5=265/0-3-8 Max Horz 5=90(LC 6) Max Uplift 4=-9(LC 6), 5=-21(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398819 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qF8iClcPTMbfd2SvO6iAqPHvtIgxQ4Ruemb7J9zbGo6 Scale = 1:19.9 1 2 4 3 5 6 3x8 3x4 3x4 5-0-0 5-0-0 5-0-0 5-0-0 0-11-03-5-06.00 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.55 0.72 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.00 (loc) 3-4 3-4 3 l/defl >999 >627 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=687/Mechanical, 4=494/0-3-8 Max Horz 4=81(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 401 lb down at 2-0-12, and 403 lb down at 4-0-12 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-401(B) 6=-403(B) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss PB01 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398820 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Mar 14 08:35:44 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:MiBkgEiL0g11A0HJNc58eOzUUd9-kdDEd3Ag6IaCfG7FRVx9ivPKqhytR?n134YtGxzb4?D Scale = 1:23.1 2 3 4 5 6 7 11 10 9 1 12 8 3x6 3x4 3x4 2x4 4x6 2x4 2x4 2x4 2x4 13-2-0 13-2-0 13-2-0 13-2-0 -0-0-41-0-71-0-110-1-00-1-80-11-38.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [6:0-4-4,0-2-4] 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-S 0.17 0.10 0.07 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=14(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 7, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 2, 7, 9 except 10=349(LC 14), 11=278(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-265/92 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-11 to 5-9-15, Interior(1) 5-9-15 to 11-7-0, Exterior(2) 11-7-0 to 12-10-5 zone; cantilever left and right exposed ; end 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.Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 7, 10, 11. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss PB02 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398821 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-meGSdRef?zrMtMcHWXkevqNKh6W_uytB544EN1zbGo4 Scale = 1:23.3 2 3 4 5 6 9 8 1 10 11 12 7 3x6 3x4 3x4 2x4 4x6 2x4 2x4 13-2-0 13-2-0 4-1-0 4-1-0 9-1-0 5-0-0 13-2-0 4-1-0 -0-0-42-8-72-8-110-1-00-1-82-7-38.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [5:0-4-4,0-2-4] 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-S 0.21 0.11 0.07 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: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz 1=40(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 8, 9 except 1=-169(LC 1), 7=-124(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=401(LC 1), 6=334(LC 1), 8=286(LC 14), 9=333(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 4-1-0, Exterior(2) 4-1-0 to 8-3-15, Interior(1) 8-3-15 to 9-1-0, Exterior(2) 9-1-0 to 12-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8, 9 except (jt=lb) 1=169, 7=124. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss PB03 Truss Type GABLE Qty 3 Ply 1 109 Woods at shelborne Job Reference (optional) I36398822 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-FqqqqneHmHzDUWBU3FFtR2vWyWsQdP1KKkqnvTzbGo3 Scale = 1:28.8 2 3 4 5 6 10 9 8 1 11 12 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-2-0 13-2-0 6-7-0 6-7-0 13-2-0 6-7-0 -0-0-44-4-74-4-110-1-00-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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 13-2-0. (lb) - Max Horz 1=-67(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=255(LC 1), 10=302(LC 13), 8=302(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 6-7-0, Exterior(2) 6-7-0 to 9-7-0, Interior(1) 9-7-0 to 12-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 6, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss PB04 Truss Type Piggyback Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398823 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-FqqqqneHmHzDUWBU3FFtR2vWaWsMdQNKKkqnvTzbGo3 Scale = 1:23.6 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-0 13-2-0 5-7-12 5-7-12 7-6-4 1-10-8 13-2-0 5-7-12 0-4-73-7-110-1-80-4-70-1-83-7-118.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [6:0-3-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-2. (lb) - Max Horz 2=-57(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 11 except 12=265(LC 13), 10=265(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 5-7-12, Exterior(2) 5-7-12 to 11-9-3, Interior(1) 11-9-3 to 12-10-5 zone; cantilever left and right exposed ; end 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss PB05 Truss Type Piggyback Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398824 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-j0ND27fvXb546fmgdym6_FShHwCcMsPUZOZLSwzbGo2 Scale = 1:22.3 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-0 13-2-0 3-1-12 3-1-12 10-0-4 6-10-8 13-2-0 3-1-12 0-4-71-11-110-1-80-4-70-1-81-11-118.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [6:0-3-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-2. (lb) - Max Horz 2=-31(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 10 except 11=333(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-11 to 7-4-11, Interior(1) 7-4-11 to 10-0-4, Exterior(2) 10-0-4 to 12-10-5 zone; cantilever left and right exposed ; end 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 11. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss PB06 Truss Type Piggyback Qty 1 Ply 2 109 Woods at shelborne Job Reference (optional) I36398825 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BDxbFTgXIuDxkpLsBgHLXT?tEJZe5KSdn2Ju_MzbGo1 Scale = 1:18.9 1 2 3 4 5 6 4x6 2x4 2x4 2x4 7-0-3 7-0-3 3-6-2 3-6-2 7-0-3 3-6-2 0-4-132-9-90-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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)2=161/5-9-1, 4=161/5-9-1, 6=183/5-9-1 Max Horz 2=-46(LC 7) Max Uplift 2=-23(LC 9), 4=-23(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. Bottom chords 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss PB07 Truss Type Piggyback Qty 2 Ply 1 109 Woods at shelborne Job Reference (optional) I36398826 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BDxbFTgXIuDxkpLsBgHLXT?sAJYy5KBdn2Ju_MzbGo1 Scale = 1:18.9 1 2 3 4 5 6 4x6 2x4 2x4 2x4 7-0-3 7-0-3 3-6-2 3-6-2 7-0-3 3-6-2 0-4-132-9-90-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x4 SPF-S Stud 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)2=161/5-9-1, 4=161/5-9-1, 6=183/5-9-1 Max Horz 2=46(LC 8) Max Uplift 2=-23(LC 9), 4=-23(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T01 Truss Type Common Qty 3 Ply 1 109 Woods at shelborne Job Reference (optional) I36398827 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fPVzTph93CLoLzw3lNpa3gXuOjqLqmKn0i2SWozbGo0 Scale = 1:30.1 1 2 3 4 7 6 5 8 9 10 11 4x6 3x12 3x12 2x4 5-5-8 5-5-8 10-11-0 5-5-8 -1-0-0 1-0-0 5-5-8 5-5-8 10-11-0 5-5-8 1-1-04-8-111-1-08.00 12 Plate Offsets (X,Y)-- [4:0-6-2,0-1-8], [7:0-6-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.74 0.27 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.07 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=497/0-3-8, 5=421/Mechanical Max Horz 7=88(LC 8) Max Uplift 7=-21(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-424/59, 3-4=-418/61, 2-7=-432/105, 4-5=-352/67 BOT CHORD 6-7=-0/268, 5-6=-0/268 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-5-8, Exterior(2) 5-5-8 to 8-5-8, Interior(1) 8-5-8 to 10-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T02 Truss Type Half Hip Qty 2 Ply 1 109 Woods at shelborne Job Reference (optional) I36398828 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fPVzTph93CLoLzw3lNpa3gX0ajt?qnwn0i2SWozbGo0 Scale = 1:17.6 1 2 3 6 4 5 3x4 3x4 3x4 2-0-0 2-0-0 2-11-4 0-11-4 3-0-0 0-0-12 -1-0-0 1-0-0 3-0-0 3-0-0 1-3-02-11-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.02 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=69/Mechanical, 6=195/0-3-8, 5=28/Mechanical Max Horz 6=51(LC 9) Max Uplift 4=-27(LC 6), 6=-3(LC 9) Max Grav 4=69(LC 1), 6=195(LC 1), 5=53(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T03 Truss Type Common Qty 4 Ply 1 109 Woods at shelborne Job Reference (optional) I36398829 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7b3Lg9ioqWTfz7VFI4Kpcu46h7B_ZDDwFMo?2FzbGo? Scale = 1:27.4 1 2 3 4 5 8 7 6 9 10 11 12 4x6 4x10 4x10 2x4 6-3-8 6-3-8 12-7-0 6-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 0-11-04-0-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-12], [4:0-0-14,0-1-12], [6:Edge,0-3-8], [6:0-0-0,0-1-12], [8:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.52 0.24 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=560/0-3-8, 6=560/0-3-8 Max Horz 8=-66(LC 7) Max Uplift 8=-20(LC 9), 6=-20(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-570/73, 3-4=-570/73, 2-8=-494/133, 4-6=-494/133 BOT CHORD 7-8=0/425, 6-7=0/425 WEBS 3-7=0/250 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-3-8, Exterior(2) 6-3-8 to 9-3-8, Interior(1) 9-3-8 to 13-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T04 Truss Type Common Qty 2 Ply 1 109 Woods at shelborne Job Reference (optional) I36398830 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bodjtUiQbpbWbH3Rsor285dGxXQLIWZ4T0XYbhzbGo_ Scale = 1:56.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 4x6 3x8 3x8 4x6 4x6 3x6 4x6 4x6 3x6 9-11-8 9-11-8 19-11-0 9-11-8 -1-0-0 1-0-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 20-11-0 1-0-0 1-3-09-6-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.61 0.68 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.46 0.02 (loc) 8-9 8-9 8 l/defl >999 >508 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 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* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=946/0-3-8, 8=944/0-3-8 Max Horz 11=181(LC 8) Max Uplift 11=-17(LC 9), 8=-17(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-350/91, 3-4=-762/109, 4-5=-762/109, 5-6=-347/91, 2-11=-378/118, 6-8=-376/118 BOT CHORD 9-11=0/623, 8-9=0/623 WEBS 4-9=-47/572, 3-11=-616/0, 5-8=-619/0 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-11-8, Exterior(2) 9-11-8 to 12-11-8, Interior(1) 12-11-8 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398831 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-bodjtUiQbpbWbH3Rsor285dCXXQWIZe4T0XYbhzbGo_ Scale = 1:71.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 3x6 5x12 4x6 3x4 3x6 3x6 4x6 3x4 3x8 3x4 6x6 4x8 3x4 6-7-2 6-7-2 12-10-13 6-3-10 19-11-0 7-0-3 30-5-0 10-6-0 -1-0-0 1-0-0 6-7-2 6-7-2 12-10-13 6-3-10 19-11-0 7-0-3 25-0-4 5-1-4 30-5-0 5-4-12 31-5-0 1-0-0 1-3-012-0-03-3-012-0-010.00 12 Plate Offsets (X,Y)-- [5:0-7-12,0-1-0], [6:0-4-0,0-1-12] 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-S 0.90 0.67 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.77 0.04 (loc) 10-11 10-11 10 l/defl >976 >467 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-14,2-15,2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-11, 7-10 REACTIONS.(lb/size)15=1474/0-3-8, 10=1549/0-3-8 Max Horz 15=245(LC 8) Max Uplift 15=-13(LC 9), 10=-10(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1679/95, 4-5=-1360/182, 5-6=-906/177, 6-7=-1276/174, 2-15=-1418/114, 8-10=-290/130 BOT CHORD 14-15=-205/286, 13-14=-44/1197, 11-13=0/950, 10-11=-20/843 WEBS 4-13=-366/112, 5-13=-17/481, 6-11=-6/392, 2-14=0/1029, 7-10=-1322/21 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-10-13, Exterior(2) 12-10-13 to 17-1-11, Interior(1) 17-1-11 to 19-11-0, Exterior(2) 19-11-0 to 24-1-15, Interior(1) 24-1-15 to 31-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T06 Truss Type Common Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398832 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-3_B65qj2M7jNCReeQVMHhJ9U6xpE1vWDigH667zbGnz Scale = 1:56.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 4x6 3x4 3x6 3x6 4x6 3x6 4x6 3x4 3x6 3x6 6-8-13 6-8-13 13-2-3 6-5-5 19-11-0 6-8-13 -1-0-0 1-0-0 5-1-8 5-1-8 9-11-8 4-10-0 14-9-8 4-10-0 19-11-0 5-1-8 1-3-09-6-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.45 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.16 0.02 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 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 *Except* 4-8,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=928/0-3-8, 7=855/0-3-8 Max Horz 11=176(LC 8) Max Uplift 11=-16(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-891/150, 4-5=-897/157, 2-11=-312/136 BOT CHORD 9-11=-3/656, 8-9=0/478, 7-8=-0/662 WEBS 4-8=-61/422, 4-9=-61/413, 3-11=-782/0, 5-7=-808/0 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-11-8, Exterior(2) 9-11-8 to 12-11-8, Interior(1) 12-11-8 to 19-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T07 Truss Type Hip Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398833 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-XAlUIAkg7RsEqbDq_DtWEWig0K4KmMWMxK0feZzbGny Scale = 1:78.4 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 6x6 4x6 6x6 5x8 10x10 3x8 MT18HS 4x6 5x6 4x8 4x6 3x6 4x6 3x6 4x6 4x8 4x6 5x6 3x4 4x6 3x8 MT18HS 4-1-8 4-1-8 7-11-8 3-10-0 17-11-8 10-0-0 27-11-8 10-0-0 37-11-8 10-0-0 41-7-12 3-8-4 45-7-8 3-11-12 -1-0-0 1-0-0 4-1-8 4-1-8 7-11-8 3-10-0 15-5-8 7-6-0 22-11-8 7-6-0 30-5-8 7-6-0 37-11-8 7-6-0 41-7-12 3-8-4 45-7-8 3-11-12 1-1-06-4-111-3-56-4-118.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-1-8], [21:0-3-0,0-1-8], [22:0-2-5,0-1-8], [22:0-5-0,0-2-4] 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-S 0.32 0.78 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.77 0.20 (loc) 17-18 17-18 13 l/defl >999 >708 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-20,8-15: 2x4 SPF No.2, 12-13,2-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-6 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 8-15 REACTIONS.(lb/size)22=2074/0-3-8, 13=2004/Mechanical Max Horz 22=116(LC 8) Max Uplift 22=-6(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2584/120, 3-4=-2710/148, 4-5=-2260/150, 5-7=-3763/182, 7-8=-3751/184, 8-10=-2206/147, 10-11=-2647/152, 11-12=-2438/118, 12-13=-1933/102, 2-22=-2001/136 BOT CHORD 21-22=-48/369, 20-21=-80/2056, 18-20=-92/3526, 17-18=-107/3940, 15-17=-95/3503, 14-15=-66/1954 WEBS 3-21=-370/34, 3-20=0/333, 4-20=0/1115, 5-20=-1681/86, 5-18=0/645, 7-18=-309/69, 7-17=-327/70, 8-17=0/672, 8-15=-1720/86, 10-15=0/1092, 11-15=0/398, 11-14=-492/38, 12-14=-51/1803, 2-21=-32/1723 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-8, Exterior(2) 7-11-8 to 12-2-7, Interior(1) 12-2-7 to 37-11-8, Exterior(2) 37-11-8 to 42-2-7, Interior(1) 42-2-7 to 45-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T08 Truss Type Hip Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398834 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-0MJsWWlItk_5Sko0XwOlmkEj?kT_VrNWA_mDB0zbGnx Scale = 1:81.3 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 10x10 6x6 4x6 6x8 3x8 3x16 MT18HS4x8 4x6 4x8 2x4 2x4 4x10 3x6 4x6 4x8 3x6 10-5-8 10-5-8 18-10-1 8-4-9 27-0-15 8-2-13 35-5-8 8-4-9 45-7-8 10-2-0 5-4-8 5-4-8 10-5-8 5-1-0 18-10-1 8-4-9 27-0-15 8-2-13 35-5-8 8-4-9 40-4-12 4-11-4 45-7-8 5-2-12 1-1-08-0-111-3-58-0-118.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-3], [1:Edge,0-3-4], [7:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.88 0.62 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.63 0.18 (loc) 11-13 16-17 10 l/defl >999 >857 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 234 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-16,4-13,7-13,1-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-1 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 4-13, 8-10, 2-17 REACTIONS.(lb/size)10=2066/Mechanical, 17=2048/0-3-8 Max Horz 17=132(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-706/23, 2-3=-2761/162, 3-4=-2270/165, 4-6=-3127/203, 6-7=-3127/203, 7-8=-2737/162, 8-9=-473/26, 9-10=-388/37, 1-17=-529/41 BOT CHORD 16-17=-94/2233, 14-16=-41/3199, 13-14=-41/3199, 11-13=0/2234, 10-11=-77/2153 WEBS 3-16=0/1081, 4-16=-1345/59, 4-14=0/424, 6-13=-518/134, 7-13=-58/1280, 7-11=0/322, 8-10=-2433/137, 2-17=-2244/139 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-5-8, Exterior(2) 10-5-8 to 14-8-7, Interior(1) 14-8-7 to 35-5-8, Exterior(2) 35-5-8 to 39-8-7, Interior(1) 39-8-7 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T09 Truss Type Hip Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398835 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-UZsEjslwe26y4uNC5ew_JxnvB8l5EN0fOdVmjSzbGnw Scale = 1:82.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 10x10 6x6 4x6 6x6 5x6 3x16 MT18HS 4x6 4x8 3x8 4x6 3x6 4x6 3x8 4x6 4x8 3x6 3x16 MT18HS 6-7-8 6-7-8 12-11-8 6-4-0 22-11-8 10-0-0 32-11-8 10-0-0 39-1-12 6-2-4 45-7-8 6-5-12 6-7-8 6-7-8 12-11-8 6-4-0 19-7-8 6-8-0 26-3-8 6-8-0 32-11-8 6-8-0 39-1-12 6-2-4 45-7-8 6-5-12 1-1-09-8-111-3-59-8-118.00 12 Plate Offsets (X,Y)-- [1:Edge,0-7-4], [9:Edge,0-1-12], [11:0-3-8,0-2-0], [17:0-3-8,0-2-0], [18:0-1-12,0-0-0] 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-S 0.79 0.82 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.66 0.13 (loc) 12-14 12-14 10 l/defl >999 >821 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 251 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-17,2-16,8-12,8-11,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-13 max.): 3-7. 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)18=2033/Mechanical, 10=2037/Mechanical Max Horz 18=159(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2869/121, 2-3=-2670/180, 3-4=-2144/184, 4-6=-2674/187, 6-7=-2117/183, 7-8=-2636/180, 8-9=-2765/119, 9-10=-1962/100, 1-18=-1955/100 BOT CHORD 17-18=-73/330, 16-17=-55/2299, 14-16=-8/2590, 12-14=-9/2581, 11-12=-41/2217 WEBS 3-16=0/1047, 4-16=-880/54, 4-14=0/327, 6-14=0/349, 6-12=-906/56, 7-12=0/1035, 9-11=-24/2028, 1-17=-18/1982 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-11-8, Exterior(2) 12-11-8 to 17-2-7, Interior(1) 17-2-7 to 32-11-8, Exterior(2) 32-11-8 to 37-2-7, Interior(1) 37-2-7 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T10 Truss Type Hip Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398836 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-ylQcxCmYPMEph2yPfLRDr9K19Y34zllpdHFJFuzbGnv Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 4x6 6x6 6x6 4x6 3x6 3x6 4x6 4x6 3x8 2x4 4x8 3x8 4x6 4x8 3x6 6x6 10x10 3x8 3x8 7-10-8 7-10-8 15-5-8 7-7-0 22-11-8 7-6-0 30-5-8 7-6-0 37-10-12 7-5-4 45-7-8 7-8-12 5-4-3 5-4-3 10-4-13 5-0-11 15-5-8 5-0-11 22-11-8 7-6-0 30-5-8 7-6-0 37-10-12 7-5-4 45-7-8 7-8-12 1-1-011-4-111-3-511-4-118.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-4], [1:0-1-12,0-1-3], [10:0-3-0,0-2-4], [12:0-3-8,0-2-0] 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-S 0.97 0.90 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.47 0.18 (loc) 17-19 17-19 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,4-19,8-12,10-11,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-3 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-17, 6-14, 8-14, 2-20 REACTIONS.(lb/size)11=2124/Mechanical, 20=2130/Mechanical Max Horz 20=185(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-662/60, 2-4=-2921/159, 4-5=-2591/201, 5-6=-2097/198, 6-7=-2061/199, 7-8=-2598/193, 8-10=-2960/116, 10-11=-2055/99, 1-20=-506/60 BOT CHORD 19-20=-61/2362, 17-19=-15/2315, 15-17=0/2376, 14-15=0/2376, 12-14=-26/2366 WEBS 4-19=0/258, 4-17=-421/103, 5-17=-13/1035, 6-17=-634/28, 6-15=0/413, 6-14=-700/27, 7-14=0/954, 8-14=-422/99, 10-12=-5/2145, 2-20=-2458/63 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-5-8, Exterior(2) 15-5-8 to 19-8-7, Interior(1) 19-8-7 to 30-5-8, Exterior(2) 30-5-8 to 34-8-7, Interior(1) 34-8-7 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T11 Truss Type Piggyback Base Qty 5 Ply 1 109 Woods at shelborne Job Reference (optional) I36398837 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Qx_?8YnBAfMfJCXbD3ySOMsI6yPniBCysx_tnLzbGnu Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 4x6 6x6 6x6 4x6 3x8 3x6 4x6 4x6 3x8 2x4 4x8 3x8 4x6 4x8 3x6 6x6 10x10 3x8 8-4-0 8-4-0 16-4-8 8-0-8 22-11-8 6-7-0 29-6-8 6-7-0 37-5-4 7-10-12 45-7-8 8-2-4 5-7-13 5-7-13 11-0-3 5-4-5 16-4-8 5-4-5 22-11-8 6-7-0 29-6-8 6-7-0 37-5-4 7-10-12 45-7-8 8-2-4 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-4], [1:0-1-12,0-1-3], [10:0-2-12,0-2-8], [12:0-3-8,0-2-0] 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-S 0.63 0.94 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.52 0.16 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 272 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-18,8-12,2-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-19. WEBS 1 Row at midpt 4-16, 6-16, 6-14, 8-14, 2-19 REACTIONS.(lb/size)11=2122/Mechanical, 19=2126/Mechanical Max Horz 19=195(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-677/62, 2-4=-2917/159, 4-5=-2534/205, 5-6=-2041/202, 6-7=-2008/204, 7-8=-2547/196, 8-10=-2973/116, 10-11=-2052/100, 1-19=-518/62 BOT CHORD 18-19=-57/2373, 16-18=-8/2290, 15-16=0/2228, 14-15=0/2228, 12-14=-20/2371, 11-12=-26/271 WEBS 4-18=0/299, 4-16=-474/109, 5-16=-18/1013, 6-16=-528/28, 6-15=0/335, 6-14=-598/26, 7-14=0/926, 8-14=-494/104, 10-12=0/2114, 2-19=-2447/60 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-4-8, Exterior(2) 16-4-8 to 20-7-7, Interior(1) 20-7-7 to 29-6-8, Exterior(2) 29-6-8 to 33-9-7, Interior(1) 33-9-7 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T12 Truss Type Half Hip Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398838 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-Qx_?8YnBAfMfJCXbD3ySOMsMnyb3iPvysx_tnLzbGnu Scale = 1:20.5 1 2 3 6 7 4 5 3x6 3x4 2x4 2-8-6 2-8-6 4-2-0 1-5-10 -1-0-0 1-0-0 2-8-6 2-8-6 4-2-0 1-5-10 1-3-03-6-03-2-83-6-010.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.06 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=104/Mechanical, 6=237/0-3-8, 5=44/Mechanical Max Horz 6=64(LC 9) Max Uplift 4=-35(LC 6) Max Grav 4=104(LC 1), 6=237(LC 1), 5=76(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-8-6, Exterior(2) 2-8-6 to 4-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 4. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 109 Woods at shelborne Job Reference (optional) I36398839 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-u8YNMuopxzUWxM6nmmThwaPQKLnjRk754bkQKnzbGnt Scale = 1:80.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 4x6 6x8 6x8 4x6 10x10 3x8 4x6 4x8 3x6 2x4 3x8 3x6 4x6 4x8 3x4 6x6 3x6 8-4-0 8-4-0 16-4-8 8-0-8 22-11-8 6-7-0 29-6-8 6-7-0 37-5-4 7-10-12 45-7-8 8-2-4 -1-0-0 1-0-0 8-4-0 8-4-0 16-4-8 8-0-8 22-11-8 6-7-0 29-6-8 6-7-0 37-5-4 7-10-12 45-7-8 8-2-4 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0], [7:0-5-4,0-3-0], [10:0-3-0,0-2-8], [12:0-3-8,0-2-0], [18:0-3-8,0-2-0], [19:Edge,0-7-4], [19:0-1-12,0-0-0] 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-S 0.73 0.83 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.40 0.14 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-7 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-15, 6-15, 7-15, 9-14 REACTIONS.(lb/size)19=2175/0-3-8, 11=2107/Mechanical Max Horz 19=204(LC 8) Max Uplift 19=-4(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3036/114, 3-5=-2539/193, 5-6=-2168/210, 6-7=-2168/210, 7-9=-2521/196, 9-10=-2951/116, 10-11=-2037/100, 2-19=-2102/132 BOT CHORD 18-19=-82/476, 16-18=-32/2413, 15-16=0/1997, 14-15=0/1982, 12-14=-20/2353, 11-12=-27/269 WEBS 3-16=-546/104, 5-16=0/621, 5-15=-25/495, 6-15=-415/103, 7-15=-23/519, 7-14=0/598, 9-14=-498/104, 10-12=0/2099, 2-18=0/1946 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-4-8, Exterior(2) 16-4-8 to 20-7-7, Interior(1) 20-7-7 to 29-6-8, Exterior(2) 29-6-8 to 33-9-7, Interior(1) 33-9-7 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T14 Truss Type Hip Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398840 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-MK6lZDpRiHcNYWh_KT_wTnyaNl5nACaFJFT_sDzbGns Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 4x6 6x6 6x6 4x6 10x10 3x16 MT18HS 4x6 4x8 3x8 4x6 3x8 4x6 4x8 3x6 6x6 3x16 MT18HS 8-7-14 8-7-14 17-0-4 8-4-6 28-10-12 11-10-8 37-1-6 8-2-10 45-7-8 8-6-2 -1-0-0 1-0-0 8-7-14 8-7-14 17-0-4 8-4-6 22-11-8 5-11-4 28-10-12 5-11-4 37-1-6 8-2-10 45-7-8 8-6-2 1-1-012-5-31-3-512-5-38.00 12 Plate Offsets (X,Y)-- [10:0-2-12,0-2-8], [12:0-3-8,0-2-0], [17:0-3-8,0-2-0], [18:Edge,0-7-4], [18:0-1-12,0-0-0] 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-S 0.78 0.90 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.70 -1.24 0.11 (loc) 14-15 14-15 11 l/defl >776 >440 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 261 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-13 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-15, 6-14, 9-14 REACTIONS.(lb/size)18=2170/0-3-8, 11=2102/Mechanical Max Horz 18=211(LC 8) Max Uplift 18=-4(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3018/116, 3-5=-2522/190, 5-6=-1981/203, 6-7=-1969/201, 7-9=-2507/193, 9-10=-2936/118, 10-11=-2018/102, 2-18=-2083/135 BOT CHORD 17-18=-79/539, 15-17=-30/2395, 14-15=0/2054, 12-14=-19/2337, 11-12=-26/310 WEBS 3-15=-547/117, 5-15=0/899, 6-15=-328/66, 6-14=-351/62, 7-14=0/901, 9-14=-500/117, 10-12=0/2041, 2-17=0/1863 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-4, Exterior(2) 17-0-4 to 21-3-3, Interior(1) 21-3-3 to 28-10-12, Exterior(2) 28-10-12 to 33-1-11, Interior(1) 33-1-11 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T15 Truss Type Hip Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398841 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qWg7mZp3TakEAfFAuBV90?UjB9R4veVOYvDXOfzbGnr Scale = 1:79.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 4x6 6x8 4x6 6x8 4x6 10x10 3x6 4x6 4x8 3x6 2x4 3x8 3x6 4x6 4x8 3x6 6x6 3x6 7-4-14 7-4-14 14-6-4 7-1-6 22-11-8 8-5-4 31-4-12 8-5-4 38-4-6 6-11-10 45-7-8 7-3-2 -1-0-0 1-0-0 7-4-14 7-4-14 14-6-4 7-1-6 22-11-8 8-5-4 31-4-12 8-5-4 38-4-6 6-11-10 45-7-8 7-3-2 1-1-010-9-31-3-510-9-38.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0], [8:0-5-4,0-3-0], [11:0-2-12,0-2-8], [13:0-3-8,0-2-0], [19:0-3-8,0-2-0], [20:Edge,0-7-4], [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-S 0.90 0.90 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.49 0.13 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,10-13,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-13 max.): 5-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-16, 6-16, 8-16, 10-14 REACTIONS.(lb/size)20=2178/0-3-8, 12=2112/Mechanical Max Horz 20=184(LC 8) Max Uplift 20=-4(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3016/116, 3-5=-2659/185, 5-6=-2452/207, 6-8=-2453/207, 8-10=-2634/188, 10-11=-2921/117, 11-12=-2039/99, 2-20=-2103/132 BOT CHORD 19-20=-72/441, 18-19=-44/2405, 16-18=0/2115, 14-16=0/2093, 13-14=-31/2339 WEBS 3-18=-389/95, 5-18=0/568, 5-16=-29/659, 6-16=-560/142, 8-16=-30/688, 8-14=0/542, 10-14=-338/95, 11-13=-11/2125, 2-19=0/1975 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-6-4, Exterior(2) 14-6-4 to 18-9-3, Interior(1) 18-9-3 to 31-4-12, Exterior(2) 31-4-12 to 35-7-11, Interior(1) 35-7-11 to 45-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 20. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T16 Truss Type Hip Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398842 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-IjEV_vqhEus5opqMSu0OYC1_xZnbe4jYnZy4w6zbGnq Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 6x6 4x6 6x6 10x10 3x16 MT18HS 4x6 4x8 3x8 4x6 3x6 4x6 3x8 4x6 4x8 3x16 MT18HS 10x10 6-1-14 6-1-14 12-0-4 5-10-6 22-11-8 10-11-4 33-10-12 10-11-4 39-9-2 5-10-6 45-11-0 6-1-14 -1-0-0 1-0-0 6-1-14 6-1-14 12-0-4 5-10-6 19-3-12 7-3-8 26-7-4 7-3-8 33-10-12 7-3-8 39-9-2 5-10-6 45-11-0 6-1-14 46-11-0 1-0-0 1-1-09-1-31-1-09-1-38.00 12 Plate Offsets (X,Y)-- [12:Edge,0-7-4], [12:0-1-12,0-0-0], [13:0-3-8,0-2-0], [19:0-3-8,0-2-0], [20:0-1-12,0-0-0], [20:Edge,0-7-4] 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-S 0.52 0.95 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.42 -0.83 0.14 (loc) 14-16 14-16 12 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 250 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-19,3-18,9-14,9-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-3 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-14 REACTIONS.(lb/size)20=2127/0-3-8, 12=2127/0-3-8 Max Horz 20=-158(LC 7) Max Uplift 20=-4(LC 9), 12=-4(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2879/120, 3-4=-2749/171, 4-5=-2223/177, 5-7=-2918/182, 7-8=-2223/177, 8-9=-2749/171, 9-10=-2879/120, 2-20=-2048/134, 10-12=-2048/134 BOT CHORD 19-20=-57/374, 18-19=-23/2303, 16-18=0/2807, 14-16=0/2807, 13-14=-6/2303, 12-13=-7/374 WEBS 4-18=0/1087, 5-18=-1010/63, 5-16=0/354, 7-16=0/354, 7-14=-1010/63, 8-14=0/1087, 2-19=-6/1944, 10-13=-5/1944 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-0-4, Exterior(2) 12-0-4 to 16-3-3, Interior(1) 16-3-3 to 33-10-12, Exterior(2) 33-10-12 to 38-1-11, Interior(1) 38-1-11 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T17 Truss Type Hip Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398843 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-IjEV_vqhEus5opqMSu0OYC1xxZr0e?kYnZy4w6zbGnq Scale = 1:82.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 6x6 4x6 6x8 3x16 MT18HS4x8 4x6 4x8 2x4 2x4 4x10 3x6 4x6 3x6 10x10 10x10 9-6-4 9-6-4 18-6-5 9-0-1 27-4-11 8-10-5 36-4-12 9-0-1 45-11-0 9-6-4 -1-0-0 1-0-0 4-10-14 4-10-14 9-6-4 4-7-6 18-6-5 9-0-1 27-4-11 8-10-5 36-4-12 9-0-1 41-0-2 4-7-6 45-11-0 4-10-14 46-11-0 1-0-0 1-1-07-5-31-1-07-5-38.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-4], [2:0-1-12,0-1-3], [8:0-5-8,0-3-0], [10:0-1-12,0-1-3], [10:Edge,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.71 0.66 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.60 0.19 (loc) 13-15 15-16 12 l/defl >999 >909 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 234 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-18,5-15,8-15,2-19,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-0 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 5-15, 3-19, 9-12 REACTIONS.(lb/size)19=2125/0-3-8, 12=2142/0-3-8 Max Horz 19=132(LC 8) Max Uplift 19=-4(LC 9), 12=-4(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-768/49, 3-4=-2790/154, 4-5=-2311/160, 5-7=-3411/204, 7-8=-3412/203, 8-9=-2825/155, 9-10=-754/48, 2-19=-650/92, 10-12=-640/92 BOT CHORD 18-19=-57/2200, 16-18=-20/3485, 15-16=-20/3485, 13-15=0/2320, 12-13=-40/2228 WEBS 3-18=-13/251, 4-18=0/1084, 5-18=-1568/63, 5-16=0/444, 7-15=-557/143, 8-15=-62/1450, 8-13=0/317, 3-19=-2167/108, 9-12=-2217/108 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-6-4, Exterior(2) 9-6-4 to 13-9-3, Interior(1) 13-9-3 to 36-4-12, Exterior(2) 36-4-12 to 40-7-11, Interior(1) 40-7-11 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T18 Truss Type Hip Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398844 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-nvnuBFrJ?C_yPzPZ?cYd5Qa7rz8mNRdh?DieTYzbGnp Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 31 6x6 4x6 6x6 10x10 3x16 MT18HS5x8 4x6 3x6 4x6 3x6 4x6 5x8 4x8 3x16 MT18HS 10x10 7-0-4 7-0-4 17-7-12 10-7-8 28-3-4 10-7-8 38-10-12 10-7-8 45-11-0 7-0-4 -1-0-0 1-0-0 7-0-4 7-0-4 14-11-14 7-11-10 22-11-8 7-11-10 30-11-2 7-11-10 38-10-12 7-11-10 45-11-0 7-0-4 46-11-0 1-0-0 1-1-05-9-31-1-05-9-38.00 12 Plate Offsets (X,Y)-- [12:Edge,0-7-4], [12:0-1-12,0-0-0], [13:0-4-0,0-1-8], [18:0-4-0,0-1-8], [19:0-1-12,0-0-0], [19:Edge,0-7-4] 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-S 0.70 0.82 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.93 0.21 (loc) 15-16 15-16 12 l/defl >999 >591 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 215 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-18,7-13,2-19,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-10 max.): 3-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-13 REACTIONS.(lb/size)19=2057/0-3-8, 12=2057/0-3-8 Max Horz 19=105(LC 8) Max Uplift 19=-4(LC 9), 12=-4(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2838/126, 3-4=-2282/144, 4-6=-4148/184, 6-7=-4146/184, 7-9=-2282/145, 9-10=-2837/126, 2-19=-2003/142, 10-12=-2003/142 BOT CHORD 18-19=-74/444, 16-18=-74/3858, 15-16=-96/4377, 13-15=-78/3857, 12-13=-58/446 WEBS 3-18=0/1133, 4-18=-1966/98, 4-16=0/674, 6-16=-352/81, 6-15=-353/81, 7-15=0/675, 7-13=-1965/98, 9-13=0/1133, 2-18=0/1818, 10-13=0/1815 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-4, Exterior(2) 7-0-4 to 11-3-3, Interior(1) 11-3-3 to 38-10-12, Exterior(2) 38-10-12 to 43-1-11, Interior(1) 43-1-11 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T19 Truss Type Roof Special Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398845 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-F5LGPbsxmV6p17_lZJ3sdd6JdMRG6t5rEtRB?_zbGno Scale = 1:85.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 6x8 6x10 4x6 6x6 3x8 MT18HS 3x4 4x8 3x8 MT18HS6x6 6x16 6x16 4x6 4x6 5x8 10x10 8x8 9-11-11 9-11-11 16-7-0 6-7-5 27-10-14 11-3-14 39-2-13 11-3-14 45-11-0 6-8-3 -1-0-0 1-0-0 8-3-8 8-3-8 9-11-11 1-8-3 16-7-0 6-7-5 24-1-10 7-6-10 31-8-3 7-6-10 39-2-13 7-6-10 45-11-0 6-8-3 46-11-0 1-0-0 0-11-85-5-64-6-76-5-61-1-01-0-05-6-76.50 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4], [2:0-2-12,0-1-8], [4:0-6-0,0-3-0], [12:Edge,0-7-4], [12:0-1-12,0-0-0], [13:0-4-0,0-1-8], [15:0-8-0,0-2-4], [17:0-6-0,0-3-0], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.63 1.00 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.51 -1.26 -0.25 (loc) 13-15 15-16 20 l/defl >999 >434 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 233 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 5-16,17-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,4-17,6-15,8-15,9-13,10-13: 2x4 SPF-S Stud 2-20: 2x6 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-12 max.): 4-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-19, 8-13, 3-20 REACTIONS.(lb/size)12=1960/0-3-8, 20=1925/0-3-8 Max Horz 12=106(LC 8) Max Uplift 12=-4(LC 9), 20=-6(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1177/178, 3-4=-3972/177, 4-5=-4758/224, 5-6=-4686/223, 6-8=-3998/164, 8-9=-2166/129, 9-10=-2694/114, 2-20=-856/165, 10-12=-1919/133 BOT CHORD 19-20=-15/2469, 17-19=-26/3447, 5-17=-462/112, 15-16=0/459, 13-15=-96/3616, 12-13=-87/388 WEBS 3-19=-52/3154, 4-19=-2765/164, 4-17=-94/1589, 15-17=-163/3993, 6-17=0/286, 6-15=-731/123, 8-15=0/659, 8-13=-1769/98, 9-13=0/1048, 3-20=-1885/0, 10-13=0/1758 NOTES- 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-3-8, Exterior(2) 8-3-8 to 9-11-11, Interior(1) 9-11-11 to 39-2-13, Exterior(2) 39-2-13 to 42-2-13, Interior(1) 42-2-13 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 20. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T20 Truss Type Common Qty 4 Ply 1 109 Woods at shelborne Job Reference (optional) I36398846 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-jIvecxsaXpEgfHZx71a5ArfSSmu?rXk_TXBkXRzbGnn Scale = 1:35.2 1 2 3 4 5 8 7 6 9 10 11 12 13 14 4x6 3x6 5x8 3x6 6x6 6x6 8-3-8 8-3-8 16-7-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-7-0 8-3-8 17-7-0 1-0-0 0-11-85-5-60-11-86.50 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-4-0,0-0-0], [6:Edge,0-1-8], [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.75 0.52 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.23 0.02 (loc) 7-8 7-8 6 l/defl >999 >836 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 2x6 SPF No.2 *Except* 3-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=817/0-3-8, 6=817/0-3-8 Max Horz 8=-94(LC 7) Max Uplift 8=-20(LC 9), 6=-20(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-917/57, 3-4=-917/57, 2-8=-728/113, 4-6=-728/113 BOT CHORD 7-8=0/688, 6-7=0/688 WEBS 3-7=0/343 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-3-8, Exterior(2) 8-3-8 to 11-3-8, Interior(1) 11-3-8 to 17-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss T21 Truss Type Common Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398847 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BUT0qHtCI6MXGR87hk5Kj2CcbAF0a_F7hBwI3tzbGnm Scale = 1:35.2 1 2 3 4 7 6 5 8 9 10 11 4x6 6x10 6x10 5x8 8-3-8 8-3-8 16-7-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-7-0 8-3-8 0-11-85-5-60-11-86.50 12 Plate Offsets (X,Y)-- [4:0-7-10,0-3-0], [5:0-0-0,0-1-12], [6:0-4-0,0-3-4], [7:0-0-0,0-1-12], [7:0-7-10,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.47 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.01 (loc) 6-7 6-7 5 l/defl >999 >867 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 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* 2-7,4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size)7=723/0-3-8, 5=649/0-3-8 Max Horz 7=91(LC 8) Max Uplift 7=-19(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-782/50, 3-4=-775/50, 2-7=-651/101, 4-5=-577/67 BOT CHORD 6-7=-131/527, 5-6=-63/379 WEBS 3-6=0/335, 2-6=-93/258, 4-6=-13/278 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-3-8, Exterior(2) 8-3-8 to 11-3-8, Interior(1) 11-3-8 to 16-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 4 = 0%, joint 2 = 0%, joint 4 = 0%, joint 7 = 0% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398848 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-BUT0qHtCI6MXGR87hk5Kj2CjNAIUa0t7hBwI3tzbGnm Scale = 1:17.8 1 2 3 4 6 5 7 3x4 3x4 2x4 2x4 2x4 2-6-0 2-6-0 5-0-0 2-6-0 -1-0-0 1-0-0 4-2-0 4-2-0 5-0-0 0-10-0 0-11-03-0-06.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-8] 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 0.36 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 5-6 5-6 5 l/defl >999 >749 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=274/Mechanical, 6=269/0-3-8 Max Horz 6=81(LC 4) Max Uplift 5=-46(LC 4), 6=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 5, 6. 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) 91 lb down and 68 lb up at 4-10-4 on top chord, and 54 lb down at 4-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 5-6=-20 Concentrated Loads (lb) Vert: 4=-71(F) 7=-27(F) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398849 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fg1O1duq3QUOuajKEScZFGkxAaeKJSYHwrgrcJzbGnl Scale = 1:23.8 1 2 3 4 5 6 7 8 10 91112 13 14 4x8 4x6 3x8 3x4 3x4 3x8 3x4 3x4 2x4 3x4 5-8-0 5-8-0 6-11-0 1-3-0 12-7-0 5-8-0 -1-0-0 1-0-0 5-8-0 5-8-0 6-11-0 1-3-0 12-7-0 5-8-0 13-7-0 1-0-0 0-11-03-9-00-11-03-9-06.00 12 Plate Offsets (X,Y)-- [2:0-5-9,0-0-13], [4:0-5-8,0-2-0], [7:0-5-9,0-1-0] 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-S 0.16 0.27 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.01 (loc) 2-10 2-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-2-12, Right 2x4 SPF-S Stud 3-2-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=652/0-3-8, 7=652/0-3-8 Max Horz 2=44(LC 6) Max Uplift 2=-103(LC 7), 7=-103(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-766/135, 4-5=-588/135, 5-7=-767/135 BOT CHORD 2-10=-59/576, 9-10=-59/581, 7-9=-59/577 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=103, 7=103. 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) 51 lb down and 57 lb up at 5-8-0, and 51 lb down and 57 lb up at 6-11-0 on top chord, and 63 lb down and 44 lb up at 2-0-12, 13 lb down at 4-0-12, 13 lb down and 15 lb up at 5-8-12, 13 lb down and 15 lb up at 6-10-4, and 13 lb down at 8-6-4, and 63 lb down and 44 lb up at 10-6-4 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 4=-9(B) 5=-9(B) 10=-8(B) 9=-8(B) 11=-63(B) 12=-8(B) 13=-8(B) 14=-63(B) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 109 Woods at shelborne Job Reference (optional) I36398850 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7tbnEzvSqkcFWkIWo97ooTH0h_tT2jWQ9VPP8lzbGnk Scale = 1:71.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3x6 4x6 2x4 10x10 6x8 4x10 8x8 8x8 5x6 4x6 3x4 5x6 6-7-2 6-7-2 12-10-13 6-3-10 20-9-11 7-10-14 20-9-12 0-0-1 30-5-0 9-7-4 -1-0-0 1-0-0 6-7-2 6-7-2 12-10-13 6-3-10 19-11-0 7-0-3 25-0-4 5-1-4 30-5-0 5-4-12 1-3-012-0-03-3-012-0-010.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-0], [12:0-2-0,0-4-12], [13:0-3-8,0-4-0], [14:0-1-12,0-0-0], [14:Edge,0-8-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-S 0.56 0.72 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.28 0.01 (loc) 9-10 9-10 9 l/defl >861 >403 n/a L/d 240 180 n/a PLATES MT20 Weight: 892 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=8594/0-3-8, 10=18209/0-3-8 (req. 0-3-12), 9=5463/0-3-8 Max Horz 14=236(LC 6) Max Grav 14=8594(LC 1), 10=18209(LC 1), 9=5466(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-10407/0, 4-5=-6130/0, 5-6=-4652/0, 6-7=-343/106, 7-8=-505/15, 2-14=-7764/0, 8-9=-409/18 BOT CHORD 13-14=-147/1267, 12-13=0/7886, 10-12=0/718, 9-10=-5/314 WEBS 4-13=0/5567, 4-12=-4566/0, 5-12=0/3475, 6-12=0/7691, 6-10=-6824/0, 7-10=-259/137, 2-13=0/6681 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2541 lb down and 372 lb up at 4-3-8, 1974 lb down at 6-2-12, 2011 lb down at 8-2-12, 2017 lb down at 10-2-12, 2104 lb down at 12-2-12, 2102 lb down at 14-2-12, 2066 lb down at 16-2-12, 2062 lb down at 18-2-12, 2077 lb down at 20-2-0, 2102 lb down at 22-2-0, 2049 lb down at 24-1-4, 2047 lb down at 26-1-4, and 2077 lb down at 28-1-4, and 2100 lb down at 30-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 4 109 Woods at shelborne Job Reference (optional) I36398850 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:39 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-7tbnEzvSqkcFWkIWo97ooTH0h_tT2jWQ9VPP8lzbGnk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 13-14=-20, 13-19=-60, 19-22=-20, 22-25=-60, 25-27=-20, 27-30=-60, 9-30=-20 Concentrated Loads (lb) Vert: 11=-2102(B) 9=-2100(B) 16=-2541(B) 17=-1974(B) 18=-2011(B) 20=-2017(B) 21=-2104(B) 23=-2066(B) 24=-2062(B) 25=-2077(B) 26=-2102(B) 28=-2049(B) 29=-2047(B) 31=-2077(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG04 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398851 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-YRGvt_xK6f?pNC05THhWQ6vRfBtUF3bsrTe3l4zbGnh Scale = 1:71.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 71 72 73 74 75 76 77 78 79 80 81 82 5x12 4x6 3x4 6x6 3x6 4x6 3x4 3x8 3x4 6x6 5x8 3x4 5x6 6-7-2 6-7-2 12-10-13 6-3-10 19-11-0 7-0-3 30-5-0 10-6-0 -1-0-0 1-0-0 6-7-2 6-7-2 12-10-13 6-3-10 19-11-0 7-0-3 25-0-4 5-1-4 30-5-0 5-4-12 31-5-0 1-0-0 1-3-012-0-03-3-012-0-010.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-7-12,0-1-0], [6:0-4-0,0-1-12], [10:Edge,0-1-12], [12:0-0-0,0-2-12], [12:0-3-0,0-1-4], [30:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.83 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.65 0.53 0.03 (loc) 10-11 10-11 10 l/defl >560 >684 n/a L/d 240 180 n/a PLATES MT20 Weight: 794 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-14,2-15,2-14: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-9 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 7-10-10 oc bracing. WEBS 1 Row at midpt 4-13, 5-11, 7-10 REACTIONS.(lb/size)15=1502/0-3-8, 10=1673/0-3-8 Max Horz 15=243(LC 6) Max Uplift 15=-247(LC 7), 10=-1038(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1731/355, 4-5=-1407/426, 5-6=-975/596, 6-7=-1365/730, 7-8=-217/327, 2-15=-1436/287, 8-10=-299/278 BOT CHORD 14-15=-202/299, 13-14=-225/1237, 11-13=-183/986, 10-11=-338/902 WEBS 4-13=-368/107, 5-13=-65/452, 5-11=-588/211, 6-11=-393/448, 2-14=-118/1011, 7-10=-1399/374 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=247, 10=1038. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 67 lb up at 29-0-3 on top chord, and 66 lb down and 234 lb up at 20-4-4, 66 lb down and 234 lb up at 22-4-4, 66 lb down and 234 lb up at 24-4-4, 66 lb down and 234 lb up at 26-4-4, and 66 lb down and 234 lb up at 28-4-4, and 35 lb down and 65 lb up at 29-0-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG04 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398851 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:42 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-YRGvt_xK6f?pNC05THhWQ6vRfBtUF3bsrTe3l4zbGnh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 8-9=-60, 14-15=-20, 14-73=-60, 13-73=-20, 13-74=-60, 74-77=-20, 77-80=-60, 10-80=-20 Concentrated Loads (lb) Vert: 75=-33(F) 76=-33(F) 78=-33(F) 79=-33(F) 81=-33(F) 82=3(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG05 Truss Type COMMON GIRDER Qty 1 Ply 3 109 Woods at shelborne Job Reference (optional) I36398852 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-0eqH4Kyzty7g_MbH1?ClyJSc4bJp_W7047NcHXzbGng Scale = 1:44.4 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 3x6 5x8 3x6 10x10 4x8 10x10 4x8 6x8 6x8 5-0-13 5-0-13 9-10-3 4-9-5 14-11-0 5-0-13 3-10-8 3-10-8 7-5-8 3-7-0 11-0-8 3-7-0 14-11-0 3-10-8 1-3-07-5-91-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.92 0.44 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-9,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=7121/0-3-8, 6=8708/0-3-8 Max Horz 9=128(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1712/0, 2-3=-7359/0, 3-4=-7490/0, 4-5=-1913/0, 1-9=-1216/0, 5-6=-1345/0 BOT CHORD 8-9=0/5391, 7-8=0/4140, 6-7=0/5494 WEBS 3-7=0/5000, 4-7=0/950, 3-8=0/4687, 2-8=0/959, 2-9=-6183/0, 4-6=-6109/0 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2013 lb down at 2-2-12, 2110 lb down at 4-2-12, 2106 lb down at 6-2-12, 2106 lb down at 8-2-12, 2106 lb down at 10-2-12, and 2106 lb down at 12-2-0, and 2110 lb down at 14-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 10=-2013(F) 11=-2110(F) 12=-2106(F) 13=-2106(F) 14=-2106(F) 15=-2106(F) 16=-2110(F) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 2 109 Woods at shelborne Job Reference (optional) I36398853 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QDWQiM_rAtVFrpKsi7lSay37AoHRBt7Sm5cGuszbGnd Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5x6 3x6 3x4 5x6 3x4 4x6 6x8 3x6 4x6 3x6 4x6 3x6 4x6 4x6 4x6 3x6 4x8 5-5-8 5-5-8 15-5-2 9-11-10 25-4-12 9-11-10 35-4-6 9-11-10 45-7-8 10-3-2 -1-0-0 1-0-0 5-5-8 5-5-8 13-5-3 7-11-11 21-4-14 7-11-11 29-4-10 7-11-11 37-4-5 7-11-11 45-7-8 8-3-3 1-1-04-8-118.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.70 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.72 0.15 (loc) 14-15 14-15 11 l/defl >999 >754 n/a L/d 240 180 n/a PLATES MT20 Weight: 407 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* 4-17,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 3-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-11 REACTIONS.(lb/size)11=2561/Mechanical, 18=2688/0-3-8 Max Horz 18=129(LC 4) Max Uplift 11=-358(LC 4), 18=-367(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3581/462, 3-4=-2941/420, 4-6=-6077/825, 6-7=-6641/894, 7-9=-4730/635, 10-11=-274/113, 2-18=-2535/346 BOT CHORD 17-18=-190/432, 15-17=-776/5696, 14-15=-931/6770, 12-14=-871/6229, 11-12=-617/4072 WEBS 3-17=-69/1442, 4-17=-3152/489, 4-15=0/971, 6-15=-857/229, 7-14=0/680, 7-12=-1854/370, 9-12=-20/1578, 9-11=-4554/656, 2-17=-277/2485 NOTES- 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=358, 18=367. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 2 109 Woods at shelborne Job Reference (optional) I36398853 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:46 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-QDWQiM_rAtVFrpKsi7lSay37AoHRBt7Sm5cGuszbGnd NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 55 lb up at 3-8-4, 65 lb down and 71 lb up at 5-5-8, 72 lb down and 68 lb up at 7-8-4, 72 lb down and 68 lb up at 9-8-4, 65 lb down and 68 lb up at 11-8-4, 65 lb down and 68 lb up at 13-8-4, 65 lb down and 68 lb up at 15-8-4, 65 lb down and 68 lb up at 17-8-4, 65 lb down and 68 lb up at 19-8-4, 65 lb down and 68 lb up at 21-8-4, 65 lb down and 68 lb up at 23-8-4, 65 lb down and 68 lb up at 25-8-4, 65 lb down and 68 lb up at 27-8-4, 65 lb down and 68 lb up at 29-8-4, 65 lb down and 68 lb up at 31-8-4, 71 lb down and 68 lb up at 33-8-4, 72 lb down and 68 lb up at 35-8-4, 72 lb down and 68 lb up at 37-8-4, 72 lb down and 68 lb up at 39-8-4, and 72 lb down and 68 lb up at 41-8-4, and 72 lb down and 68 lb up at 43-8-4 on top chord, and 117 lb down and 48 lb up at 1-8-4, 36 lb down at 3-8-4, 36 lb down at 5-8-4, 36 lb down at 7-8-4, 36 lb down at 9-8-4, 36 lb down at 11-8-4, 36 lb down at 13-8-4, 36 lb down at 15-8-4, 36 lb down at 17-8-4, 36 lb down at 19-8-4, 36 lb down at 21-8-4, 36 lb down at 23-8-4, 36 lb down at 25-8-4, 36 lb down at 27-8-4, 36 lb down at 29-8-4, 36 lb down at 31-8-4, 36 lb down at 33-8-4, 36 lb down at 35-8-4, 36 lb down at 37-8-4, 36 lb down at 39-8-4, and 36 lb down at 41-8-4, and 36 lb down at 43-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 3-10=-60, 11-18=-20 Concentrated Loads (lb) Vert: 3=-44(F) 5=-44(F) 16=-24(F) 17=-24(F) 4=-44(F) 15=-24(F) 6=-44(F) 14=-24(F) 8=-44(F) 13=-24(F) 19=-44(F) 20=-44(F) 21=-44(F) 22=-44(F) 23=-44(F) 24=-44(F) 25=-44(F) 26=-44(F) 27=-44(F) 28=-44(F) 29=-44(F) 31=-44(F) 32=-44(F) 33=-44(F) 34=-44(F) 35=-44(F) 36=-117(F) 37=-24(F) 38=-24(F) 39=-24(F) 40=-24(F) 41=-24(F) 42=-24(F) 43=-24(F) 44=-24(F) 45=-24(F) 46=-24(F) 47=-24(F) 48=-24(F) 49=-24(F) 50=-24(F) 51=-24(F) 52=-24(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG07 Truss Type Half Hip Girder Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398854 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-uP4owi?TxBd6Tzv2GrGh79cTjClCwY4c?lLqQIzbGnc Scale = 1:13.6 1 2 3 4 6 5 7 8 9 3x4 2x4 3x4 2x4 3x6 1-1-3 1-1-3 4-2-0 3-0-13 -1-0-0 1-0-0 1-1-3 1-1-3 4-2-0 3-0-13 1-3-02-2-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.09 0.02 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: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=141/Mechanical, 6=227/0-3-8 Max Horz 6=62(LC 6) Max Uplift 5=-36(LC 4), 6=-38(LC 7) Max Grav 5=143(LC 12), 6=227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 5, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 19 lb up at 1-1-3, and 41 lb down and 22 lb up at 2-3-8 on top chord, and 6 lb down and 12 lb up at 1-1-3, and 6 lb down and 13 lb up at 2-3-8 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). 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, 5-6=-20 Concentrated Loads (lb) Vert: 8=7(B) 9=3(B) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 109 Woods at shelborne Job Reference (optional) I36398855 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qoBYLN0jTotqiH3ROFJ9Cahed0FaODruS3qwVAzbGna Scale = 1:83.3 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5x6 5x6 3x6 5x8 8x8 4x6 4x6 3x6 4x8 5x12 4x6 6x8 8x16 3x12 2x4 5x12 5x6 3x4 4x6 6-8-1 6-8-1 13-0-10 6-4-9 16-7-0 3-6-6 25-0-3 8-5-3 33-3-10 8-3-7 41-8-13 8-5-3 45-11-0 4-2-3 -1-0-0 1-0-0 8-3-8 8-3-8 13-0-10 4-9-2 16-7-0 3-6-6 25-0-3 8-5-3 33-3-10 8-3-7 41-8-13 8-5-3 45-11-0 4-2-3 46-11-0 1-0-0 0-11-85-5-62-10-76-5-61-1-01-0-03-10-76.50 12 8.00 12 Plate Offsets (X,Y)-- [9:0-6-4,0-2-4], [10:0-2-14,0-2-0], [16:0-3-8,0-3-0], [18:0-10-12,0-6-12], [22:Edge,0-5-15], [22:0-1-12,0-0-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.87 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.46 -1.17 0.16 (loc) 17 17 12 l/defl >999 >469 n/a L/d 240 180 n/a PLATES MT20 Weight: 454 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 5-17: 2x4 SPF 2100F 1.8E, 18-21: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 16-18,6-18,6-14,9-14,2-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-1 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20 REACTIONS.(lb/size)22=2008/0-3-8, 12=2146/0-3-8 Max Horz 22=104(LC 6) Max Uplift 22=-222(LC 7), 12=-442(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3079/374, 3-4=-2202/293, 4-5=-7333/1065, 5-6=-8996/1497, 6-8=-5458/1178, 8-9=-5458/1178, 9-10=-2833/620, 2-22=-1923/253, 10-12=-2110/459 BOT CHORD 20-22=-106/854, 19-20=-952/7283, 18-19=-1388/9131, 5-18=-158/877, 16-17=-166/1097, 14-16=-1230/6712, 13-14=-432/2296 WEBS 3-20=-240/2154, 4-20=-5763/895, 4-19=-166/878, 5-19=-2187/518, 16-18=-1076/5678, 6-18=-169/2366, 6-16=-668/211, 6-14=-1362/169, 8-14=-581/247, 9-14=-695/3421, 2-20=-98/1874, 10-13=-447/2142 NOTES- 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 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; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=222, 12=442. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG08 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 109 Woods at shelborne Job Reference (optional) I36398855 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qoBYLN0jTotqiH3ROFJ9Cahed0FaODruS3qwVAzbGna NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 57 lb up at 17-10-4, 54 lb down and 57 lb up at 19-10-4, 54 lb down and 57 lb up at 21-10-4, 54 lb down and 57 lb up at 23-10-4, 54 lb down and 57 lb up at 25-10-4, 54 lb down and 57 lb up at 27-10-4, 54 lb down and 57 lb up at 29-10-4, 54 lb down and 57 lb up at 31-10-4, 54 lb down and 57 lb up at 33-10-4, 59 lb down and 57 lb up at 35-10-4, 59 lb down and 57 lb up at 37-10-4, and 59 lb down and 57 lb up at 39-10-4, and 113 lb down and 102 lb up at 41-8-13 on top chord, and 16 lb down and 14 lb up at 17-10-4, 16 lb down and 14 lb up at 19-10-4, 16 lb down and 14 lb up at 21-10-4, 16 lb down and 14 lb up at 23-10-4, 16 lb down and 14 lb up at 25-10-4, 16 lb down and 14 lb up at 27-10-4, 16 lb down and 14 lb up at 29-10-4, 16 lb down and 14 lb up at 31-10-4, 16 lb down and 14 lb up at 33-10-4, 16 lb down and 14 lb up at 35-10-4, 16 lb down and 14 lb up at 37-10-4, and 16 lb down and 14 lb up at 39-10-4, and 48 lb down and 30 lb up at 41-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 4-9=-60, 9-10=-60, 10-11=-60, 18-22=-20, 12-17=-20 Concentrated Loads (lb) Vert: 9=-49(B) 15=-10(B) 13=-29(B) 23=-14(B) 24=-14(B) 25=-14(B) 26=-14(B) 27=-14(B) 28=-14(B) 29=-14(B) 30=-14(B) 31=-14(B) 33=-14(B) 34=-14(B) 35=-14(B) 36=-10(B) 37=-10(B) 38=-10(B) 39=-10(B) 40=-10(B) 41=-10(B) 42=-10(B) 43=-10(B) 44=-10(B) 45=-10(B) 46=-10(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG09 Truss Type Hip Girder Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398856 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-qoBYLN0jTotqiH3ROFJ9Cahk70OpOQkuS3qwVAzbGna Scale = 1:30.3 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 16 4x8 4x6 4x8 3x4 4x6 2x4 3x6 4x8 3x4 5-1-14 5-1-14 11-5-2 6-3-5 16-7-0 5-1-14 -1-0-0 1-0-0 5-1-14 5-1-14 11-5-2 6-3-5 16-7-0 5-1-14 17-7-0 1-0-0 0-11-83-9-00-11-83-9-06.50 12 Plate Offsets (X,Y)-- [2:0-5-8,0-0-8], [4:0-5-4,0-2-0], [5:0-3-0,0-1-14], [7:0-5-8,0-0-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.28 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.07 0.02 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-0-2, Right 2x4 SPF-S Stud 3-0-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins, except 2-0-0 oc purlins (5-6-15 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=782/0-3-8, 7=782/0-3-8 Max Horz 2=-49(LC 15) Max Uplift 2=-149(LC 7), 7=-149(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1035/254, 4-5=-822/235, 5-7=-1034/253 BOT CHORD 2-11=-174/816, 9-11=-173/822, 7-9=-162/816 WEBS 4-11=0/270, 5-9=0/271 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=149, 7=149. 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) 76 lb down and 87 lb up at 5-1-14, 57 lb down and 55 lb up at 6-3-8, 57 lb down and 55 lb up at 8-3-8, and 57 lb down and 55 lb up at 10-3-8, and 75 lb down and 86 lb up at 11-5-2 on top chord, and 24 lb down and 27 lb up at 5-1-14, 13 lb down and 15 lb up at 6-3-8, 13 lb down and 15 lb up at 8-3-8, and 13 lb down and 15 lb up at 10-3-8, and 24 lb down and 27 lb up at 11-5-2 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 4=-18(B) 5=-18(B) 10=-8(B) 11=-15(B) 9=-15(B) 12=-9(B) 13=-9(B) 14=-9(B) 15=-8(B) 16=-8(B) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss TG10 Truss Type Half Hip Girder Qty 2 Ply 1 109 Woods at shelborne Job Reference (optional) I36398857 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-J_lxYj1ME6?hKQedxzqOkoE_UPod7vr2hiaU1dzbGnZ Scale = 1:12.5 1 2 3 4 6 5 7 8 9 3x4 2x4 3x4 2x4 3x6 1-6-0 1-6-0 3-0-0 1-6-0 -1-0-0 1-0-0 0-9-10 0-9-10 3-0-0 2-2-6 1-3-01-11-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 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)5=83/Mechanical, 6=162/0-3-8 Max Horz 6=55(LC 4) Max Uplift 5=-32(LC 4), 6=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 7) 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) 29 lb down and 116 lb up at 0-9-10, and 34 lb down and 23 lb up at 2-0-12 on top chord, and 6 lb down and 13 lb up at 0-9-10, and 3 lb down and 2 lb up at 2-0-12 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). 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, 5-6=-20 Concentrated Loads (lb) Vert: 3=38(F) 9=2(F) March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V01 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398858 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-nAJJm32_?Q7YyaCqVgLdH?n6up78sL_BwMJ1Z3zbGnY Scale = 1:30.5 1 2 3 4 5 8 7 6 9 11 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 12-0-2 12-0-2 12-0-2 12-0-2 0-0-45-0-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.09 0.09 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: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-2. (lb) - Max Horz 1=-80(LC 7) 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, 7 except 8=294(LC 13), 6=294(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 6-0-1, Exterior(2) 6-0-1 to 9-0-1, Interior(1) 9-0-1 to 11-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V02 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398859 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-FNthzP3cmjFPZkn03OssqDJENDPMbpgL803b5VzbGnX Scale = 1:24.9 1 2 3 4 5 6 7 8 2x4 3x4 2x4 2x4 8-9-12 8-9-12 4-4-14 4-4-14 8-9-12 4-4-14 0-0-43-8-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.57 0.35 0.06 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: 19 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=187/8-9-12, 3=187/8-9-12, 4=284/8-9-12 Max Horz 1=-58(LC 7) Max Uplift 1=-18(LC 9), 3=-18(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-3-7 to 3-3-7, Interior(1) 3-3-7 to 4-4-14, Exterior(2) 4-4-14 to 7-4-14, Interior(1) 7-4-14 to 8-6-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V03 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398860 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-FNthzP3cmjFPZkn03OssqDJJwDSmbpFL803b5VzbGnX Scale = 1:16.3 1 2 3 4 2x4 3x4 2x4 2x4 5-7-5 5-7-5 2-9-11 2-9-11 5-7-5 2-9-11 0-0-42-4-10-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.13 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=114/5-7-5, 3=114/5-7-5, 4=174/5-7-5 Max Horz 1=-35(LC 7) Max Uplift 1=-11(LC 9), 3=-11(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V04 Truss Type Valley Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398861 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-jZR3Al4EX1NGBuMCd5N5MQsXWdoxKFrUNgo8eyzbGnW Scale = 1:7.8 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 2-4-15 2-4-10 1-2-7 1-2-7 2-4-15 1-2-7 0-0-41-0-10-0-410.00 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 0.03 0.07 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: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=73/2-4-5, 3=73/2-4-5 Max Horz 1=-13(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V05 Truss Type Valley Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398862 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fyZqbR5U2edzQCWbkWQZRrxrnQTBo5rnq_HFiqzbGnU Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 2x4 2x4 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 26-0-0 26-0-0 11-11-14 11-11-14 26-0-0 14-0-2 2-3-512-3-40-7-210.00 12 Plate Offsets (X,Y)-- [10:0-0-7,0-0-9], [10:0-0-15,0-3-14], [10:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.15 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 9-11,7-12,2-18: 2x4 SPF-S Stud WEDGE Right: 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. WEBS 1 Row at midpt 5-14, 6-13, 3-17, 4-15 REACTIONS.All bearings 26-0-0. (lb) - Max Horz 19=-224(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 19, 11, 12, 13, 18, 17, 15, 10 except 14=-179(LC 13) Max Grav All reactions 250 lb or less at joint(s) 19, 14, 10 except 11=436(LC 14), 12=495(LC 1), 13=410(LC 14), 18=412(LC 13), 17=511(LC 1), 15=341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-138/306, 4-5=-130/309, 5-6=-159/345, 6-7=-188/263, 9-10=-265/240 WEBS 9-11=-261/139, 3-17=-255/127, 4-15=-312/101 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-11-14, Exterior(2) 11-11-14 to 14-11-14, Interior(1) 14-11-14 to 26-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11, 12, 13, 18, 17, 15, 10 except (jt=lb) 14=179. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V06 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398863 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-fyZqbR5U2edzQCWbkWQZRrxpEQTgo47nq_HFiqzbGnU Scale = 1:69.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 2x4 2x4 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-1-6 25-1-6 11-11-14 11-11-14 25-1-6 13-1-8 0-11-510-11-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.18 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 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 2x4 SPF-S Stud *Except* 4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 25-1-6. (lb) - Max Horz 15=-187(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 10, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 15, 8 except 11=385(LC 1), 13=505(LC 13), 14=416(LC 13), 10=486(LC 14), 9=478(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-256/129, 2-14=-250/141, 7-9=-291/149 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-11-14, Exterior(2) 11-11-14 to 14-11-14, Interior(1) 14-11-14 to 24-8-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 10, 9, 8. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V07 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398864 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-787Cpn66pylq2L5nIDxo_3U0qqpcXZ_w3e1oEGzbGnT Scale = 1:61.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-0-9 23-0-9 11-6-4 11-6-4 23-0-9 11-6-4 0-0-49-7-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.14 0.23 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: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-0-9. (lb) - Max Horz 1=157(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=399(LC 1), 11=500(LC 13), 13=339(LC 1), 9=500(LC 14), 8=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-262/135, 5-9=-262/135 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-6-4, Interior(1) 3-6-4 to 11-6-4, Exterior(2) 11-6-4 to 14-6-4, Interior(1) 14-6-4 to 22-7-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 13, 9, 8. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V08 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398865 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-cKga067laGuhgVgzsxS1XG1BJE9QG0T4IImMnjzbGnS Scale = 1:50.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x6 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-10-2 19-10-2 9-11-1 9-11-1 19-10-2 9-11-1 0-0-48-3-40-0-410.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.16 0.22 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: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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 19-10-2. (lb) - Max Horz 1=-134(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 12, 8 except 10=401(LC 1), 11=438(LC 13), 9=428(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-273/141, 5-9=-268/138 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 9-11-1, Exterior(2) 9-11-1 to 12-11-1, Interior(1) 12-11-1 to 19-5-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 12, 9, 8. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V09 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398866 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-4WEyES7NLZ0YIfFAPezG3UZMseVv?UmDXyWvJ9zbGnR Scale = 1:44.3 1 2 3 4 5 9 8 7 6 10 11 12 13 14 153x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 16-7-12 16-7-12 8-3-14 8-3-14 16-7-12 8-3-14 0-0-46-11-40-0-410.00 12 Plate Offsets (X,Y)-- [8:0-2-9,0-1-8] 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-S 0.18 0.15 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-7-12. (lb) - Max Horz 1=112(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=387(LC 1), 9=426(LC 13), 6=426(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-280/144, 4-6=-280/144 NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 8-3-14, Exterior(2) 8-3-14 to 11-3-14, Interior(1) 11-3-14 to 16-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V10 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398867 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-4WEyES7NLZ0YIfFAPezG3UZMseWo?VTDXyWvJ9zbGnR Scale = 1:34.3 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-5-5 13-5-5 6-8-11 6-8-11 13-5-5 6-8-11 0-0-45-7-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.09 0.10 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: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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 13-5-5. (lb) - Max Horz 1=-89(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=306(LC 13), 6=306(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 6-8-11, Exterior(2) 6-8-11 to 9-8-11, Interior(1) 9-8-11 to 13-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V11 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398868 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-YjoKRo8?6t8PvpqMzMUVch6WR2qeky?NlcFSrbzbGnQ Scale = 1:27.4 1 2 3 4 5 6 7 8 3x6 4x6 3x6 2x4 10-2-15 10-2-15 5-1-8 5-1-8 10-2-15 5-1-8 0-0-44-3-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.18 0.09 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: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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=208/10-2-15, 3=208/10-2-15, 4=339/10-2-15 Max Horz 1=-66(LC 7) Max Uplift 1=-12(LC 9), 3=-12(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-1-8, Exterior(2) 5-1-8 to 8-1-8, Interior(1) 8-1-8 to 9-10-2 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V12 Truss Type GABLE Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398869 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:02:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-YjoKRo8?6t8PvpqMzMUVch6Xs2rrkzmNlcFSrbzbGnQ Scale = 1:20.5 1 2 3 4 2x4 4x6 2x4 2x4 7-0-9 7-0-9 3-6-4 3-6-4 7-0-9 3-6-4 0-0-42-11-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.10 0.04 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: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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=148/7-0-9, 3=148/7-0-9, 4=202/7-0-9 Max Horz 1=-44(LC 7) Max Uplift 1=-14(LC 9), 3=-14(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. March 14,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 109_Woods_at_shelborne Truss V13 Truss Type Valley Qty 1 Ply 1 109 Woods at shelborne Job Reference (optional) I36398870 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Mar 13 18:03:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:MiBkgEiL0g11A0HJNc58eOzUUd9-0vMje89dtBGGXzOYX3?k8vfkaRB8TQaW_G?0N2zbGnP Scale = 1:10.8 1 2 3 2x4 3x4 2x4 3-10-2 3-10-2 1-11-1 1-11-1 3-10-2 1-11-1 0-0-41-7-40-0-410.00 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 0.04 0.10 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=122/3-10-2, 3=122/3-10-2 Max Horz 1=21(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (all heights) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. March 14,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths