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HomeMy WebLinkAbout283JGW - Trusses16023 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). September 6,2019 Liu, Xuegang Pages or sheets covered by this seal: I38429262 thru I38429376 My license renewal date for the state of Indiana is July 31, 2020. B19902528 Wedgewood 283 Westvale IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902528 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429262 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-rkUPAm4JcO2CgKr1im80MzdB1Akhu3OyrxA3tHygdHz Scale = 1:18.7 1 2 3 4 5 3x6 2x4 4x6 5x6 3-5-4 3-5-4 -4-5-0 4-5-0 3-5-4 3-5-4 1-1-142-5-94.56 12 Plate Offsets (X,Y)-- [2:0-3-2,0-1-0] 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-P 0.36 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2-5 2-5 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-8-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=-199/Mechanical, 2=841/0-5-8 Max Horz 2=104(LC 6) Max Uplift 5=-199(LC 1), 2=-256(LC 6) Max Grav 5=86(LC 6), 2=841(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-267/65 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) except (jt=lb) 5=199, 2=256. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 26 lb up at -4-5-0, and 20 lb down and 6 lb up at -4-5-0 on top 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: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-114(F=-94, B=-20) September 6,2019 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 B19902528 Truss CG02 Truss Type Diagonal Hip Girder Qty 6 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429263 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-Jx2nN65xNiA3HUQDFTfFuBAMaa1OdPP63bvcPkygdHy Scale = 1:24.6 1 2 3 4 6 5 7 8 9 10 11 12 13 14 2x4 3x8 3x6 2x4 4x6 2-2-13 2-2-13 2-5-8 0-2-11 8-11-13 6-6-5 -2-1-6 2-1-6 8-11-13 8-11-13 0-9-64-2-53-10-130-3-84-2-54.56 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] 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 0.38 0.22 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.03 0.03 -0.01 -0.02 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=385/0-5-6, 5=39/0-1-8 Max Horz 6=134(LC 5) Max Uplift 6=-246(LC 5), 5=-84(LC 9) Max Grav 6=385(LC 1), 5=113(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/925 BOT CHORD 2-6=-839/398, 5-6=-839/263 WEBS 3-5=-260/847, 3-6=-429/251 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=246. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 2 lb up at -2-1-6 , 35 lb down and 3 lb up at -2-1-6, 110 lb down and 374 lb up at 2-11-4, 97 lb down and 403 lb up at 3-9-9, and 43 lb down and 15 lb up at 6-0-2, and 58 lb down and 12 lb up at 6-5-3 on top chord, and 30 lb down and 139 lb up at 2-11-4, 25 lb down and 168 lb up at 3-9-9, and 14 lb down and 23 lb up at 6-0-2, and 18 lb down and 32 lb up at 6-5-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-56(F=-21, B=-35) 7=146(F) 8=162(B) 11=73(F) 12=84(B) September 6,2019 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 B19902528 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429264 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-Jx2nN65xNiA3HUQDFTfFuBAMna43dWe63bvcPkygdHy Scale = 1:18.2 1 2 3 4 5 3x6 2x4 4x6 5x6 3-2-3 3-2-3 -4-5-0 4-5-0 3-2-3 3-2-3 1-1-142-4-64.56 12 Plate Offsets (X,Y)-- [2:0-3-2,0-1-0] 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-P 0.36 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=-237/Mechanical, 2=859/0-3-8 Max Horz 2=77(LC 5) Max Uplift 5=-237(LC 1), 2=-273(LC 6) Max Grav 5=105(LC 6), 2=859(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-287/112, 4-5=-133/267 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) except (jt=lb) 5=237, 2=273. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 26 lb up at -4-5-0, and 20 lb down and 6 lb up at -4-5-0 on top 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: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-114(F=-94, B=-20) September 6,2019 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 B19902528 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429265 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-n7c9aR5Z8?Iwve?PpBAUROiSo_L8MtxFIFfAxAygdHx Scale = 1:24.3 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 2x4 4x6 3x8 3x4 4x6 3x4 3x4 5x12 2-2-13 2-2-13 2-5-8 0-2-11 5-5-14 3-0-6 8-11-13 3-5-15 -2-1-6 2-1-6 2-5-8 2-5-8 5-5-14 3-0-6 8-11-13 3-5-15 0-9-64-2-53-2-51-0-04.56 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] 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 0.67 0.38 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 -0.02 -0.01 (loc) 7 8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=5/Mechanical, 9=458/0-3-8 Max Horz 9=134(LC 12) Max Uplift 6=-172(LC 9), 9=-248(LC 5) Max Grav 6=113(LC 14), 9=458(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/966, 3-4=-396/1048 BOT CHORD 2-9=-886/331, 4-7=-505/175, 6-7=-768/270 WEBS 3-9=-165/269, 7-9=-853/186, 3-7=-148/369, 4-6=-281/815 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left 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 100 lb uplift at joint(s) except (jt=lb) 6=172, 9=248. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 3 lb up at -2-1-6 , 35 lb down and 3 lb up at -2-1-6, 97 lb down and 403 lb up at 3-9-9, 83 lb down and 330 lb up at 3-11-13, and 51 lb down and 17 lb up at 6-5-3, and 0 lb down and 30 lb up at 7-0-11 on top chord, and 25 lb down and 168 lb up at 3-9-9, 13 lb down and 114 lb up at 3-11-13, and 25 lb down and 48 lb up at 6-5-3, and 22 lb down and 37 lb up at 7-0-11 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: 1-5=-60, 2-8=-20, 6-7=-20 Concentrated Loads (lb) Vert: 1=-70(F=-35, B=-35) 10=295(F=133, B=162) 13=145(F=61, B=84) September 6,2019 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 B19902528 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429266 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-FJAXon6BuJRnXoabNuhjzcFhNOhW5I5OXvOjTcygdHw Scale = 1:23.6 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 2x4 4x6 3x8 3x4 4x6 3x4 4x6 5x12 2-2-13 2-2-13 2-5-8 0-2-11 7-8-10 5-3-3 8-11-13 1-3-2 -2-1-6 2-1-6 2-5-8 2-5-8 7-8-10 5-3-3 8-11-13 1-3-2 0-9-64-2-53-2-51-0-04.56 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0] 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 0.42 0.37 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 -0.01 -0.01 (loc) 8-9 8-9 6 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 8-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=-14/Mechanical, 9=491/0-5-6 Max Horz 9=134(LC 5) Max Uplift 6=-153(LC 9), 9=-247(LC 5) Max Grav 6=80(LC 14), 9=491(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/954, 3-4=-152/319 BOT CHORD 2-9=-876/335 WEBS 3-9=-371/213, 7-9=-751/156, 3-7=-149/711, 4-6=-97/305 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left 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 100 lb uplift at joint(s) except (jt=lb) 6=153, 9=247. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 3 lb up at -2-1-6 , 35 lb down and 3 lb up at -2-1-6, 97 lb down and 403 lb up at 3-9-9, 49 lb down and 226 lb up at 3-11-13, and 45 lb down and 91 lb up at 6-5-3, and 0 lb down and 35 lb up at 7-0-11 on top chord, and 25 lb down and 168 lb up at 3-9-9, 6 lb down and 77 lb up at 3-11-13, and 11 lb down and 16 lb up at 6-5-3, and 8 lb down and 15 lb up at 7-0-11 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: 1-5=-60, 2-8=-20, 6-7=-20 Concentrated Loads (lb) Vert: 1=-70(F=-35, B=-35) 10=251(F=162, B=89) 11=33(F) 13=126(F=84, B=43) 15=15(B) September 6,2019 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 B19902528 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429267 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-jWkv?77pfdZe8y9oxcCyWpoqmo4jqqJYlZ8G02ygdHv Scale = 1:31.3 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 2x4 6x6 3x6 4x6 4x6 3x4 4-0-0 4-0-0 8-7-10 4-7-10 -4-5-0 4-5-0 4-0-0 4-0-0 8-7-10 4-7-10 2-3-05-6-54.56 12 Plate Offsets (X,Y)-- [2:0-2-10,0-3-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.57 0.12 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.00 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=783/0-3-8, 5=273/Mechanical Max Horz 7=187(LC 4) Max Uplift 7=-350(LC 5), 5=-226(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-764/344, 4-5=-288/116 BOT CHORD 5-6=-292/217 WEBS 3-5=-217/362, 3-6=-176/259, 2-6=-239/318 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) except (jt=lb) 7=350, 5=226. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 9 lb up at -4-5-0, 50 lb down and 4 lb up at -4-5-0, 100 lb down and 245 lb up at 2-1-8, 108 lb down and 299 lb up at 3-5-6, 51 lb down and 15 lb up at 5-2-6, and 68 lb down and 9 lb up at 6-1-0, and 114 lb down and 72 lb up at 8-5-14 on top chord, and 70 lb up at 2-1-8, 1 lb down and 91 lb up at 3-5-6, 25 lb down and 48 lb up at 5-2-6, and 23 lb down and 74 lb up at 6-1-0, and 79 lb down at 8-5-14 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 1=-155(F=-105, B=-50) 4=-114(B) 5=-41(B) 8=94(B) 9=125(F) 14=-13(B) 15=-12(F) September 6,2019 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 B19902528 Truss CG07 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429268 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-BiIIDT8RQwhVm5k_UJjB31K?4BQOZHZh_DtqYVygdHu Scale = 1:29.9 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 2x4 5x6 3x6 4x6 3x4 4x6 4-0-0 4-0-0 7-11-1 3-11-1 -4-5-0 4-5-0 4-0-0 4-0-0 7-11-1 3-11-1 2-3-05-3-14.56 12 Plate Offsets (X,Y)-- [2:0-2-13,0-2-8] 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-S 0.54 0.09 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.01 (loc) 6 5-6 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=697/0-3-8, 5=94/Mechanical Max Horz 7=192(LC 5) Max Uplift 7=-346(LC 5), 5=-171(LC 5) Max Grav 7=697(LC 1), 5=129(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-673/313 BOT CHORD 5-6=-271/167 WEBS 3-5=-219/359, 2-6=-222/338 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left 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 100 lb uplift at joint(s) except (jt=lb) 7=346, 5=171. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 4 lb up at -4-5-0 , 77 lb down and 7 lb up at -4-5-0, 112 lb down and 266 lb up at 1-10-7, 136 lb down and 328 lb up at 2-9-1, and 53 lb down and 11 lb up at 4-11-5, and 70 lb down and 4 lb up at 5-4-11 on top chord, and 74 lb up at 1-10-7, 0 lb down and 104 lb up at 2-9-1, and 21 lb down and 51 lb up at 4-11-5, and 14 lb down and 83 lb up at 5-4-11 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 1=-122(F=-45, B=-77) 8=101(F) 9=132(B) 14=-11(F) 15=-7(B) September 6,2019 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 B19902528 Truss CG08 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429269 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-BiIIDT8RQwhVm5k_UJjB31K5YBQEZKdh_DtqYVygdHu Scale = 1:14.7 1 2 3 4 5 6 7 2x4 4x6 4x6 3x4 2x4 1-5-0 1-5-0 -2-7-13 2-7-13 4-10-11 4-10-11 0-6-141-8-111-5-30-3-81-8-112.83 12 Plate Offsets (X,Y)-- [2:0-4-10,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 2-5 2-5 2-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=256/1-5-0, 2=256/1-5-0, 5=50/0-1-8 Max Horz 2=33(LC 3) Max Uplift 2=-136(LC 3), 5=-23(LC 9) Max Grav 2=256(LC 1), 2=256(LC 1), 5=65(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=136. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 18 lb up at -2-7-13, 52 lb down and 18 lb up at -2-7-13, and 47 lb down and 120 lb up at 2-1-13, and 47 lb down and 120 lb up at 2-1-13 on top chord, and at 2-1-13, and at 2-1-13 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 Concentrated Loads (lb) Vert: 1=-103(F=-52, B=-52) 6=80(F=40, B=40) Continued on page 2 September 6,2019 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 B19902528 Truss CG08 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429269 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:25 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-BiIIDT8RQwhVm5k_UJjB31K5YBQEZKdh_DtqYVygdHu LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-40(F=10, B=10), 2=0(F=30, B=30)-to-4=-73(F=-7, B=-7), 2=1(F=10, B=10)-to-5=-24(F=-2, B=-2) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B19902528 Truss CG09 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429270 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-gusgQp93BEpMOFIA20FQbEtGIbmTIntrDtdN4xygdHt Scale = 1:14.7 1 2 3 4 5 6 7 2x4 4x6 4x6 3x4 2x4 1-5-0 1-5-0 -2-7-13 2-7-13 4-10-11 4-10-11 0-6-141-8-111-5-30-3-81-8-112.83 12 Plate Offsets (X,Y)-- [2:0-4-10,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 2-5 2-5 2-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=278/1-5-0, 2=278/1-5-0, 5=68/0-1-8 Max Horz 2=33(LC 3) Max Uplift 2=-145(LC 3), 5=-20(LC 6) Max Grav 2=278(LC 1), 2=278(LC 1), 5=83(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=145. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 18 lb up at -2-7-13, and 52 lb down and 18 lb up at -2-7-13, and 47 lb down and 120 lb up at 2-1-13 on top chord, and at 2-1-13 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 Concentrated Loads (lb) Vert: 1=-103(F=-52, B=-52) 6=40(B) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-40(F=10, B=10), 2=0(F=30, B=30)-to-4=-73(F=-7, B=-7), 2=1(F=10, B=10)-to-5=-24(F=-2, B=-2) September 6,2019 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 B19902528 Truss J01 Truss Type Jack-Open Qty 4 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429271 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-84Q2e99iyYxD?PtNckmf8SQOD?3I1Ce_SXMxcNygdHs Scale = 1:14.5 1 2 3 6 4 53x4 2x4 2x4 1-9-8 1-9-8 2-6-5 0-8-13 -1-4-8 1-4-8 2-6-5 2-6-5 0-9-62-3-10-7-41-7-132-3-17.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0] 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-P 0.37 0.32 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.04 -0.00 (loc) 6 5-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-324/Mechanical, 5=-141/Mechanical, 6=780/0-3-8 Max Horz 6=74(LC 6) Max Uplift 4=-324(LC 1), 5=-141(LC 1), 6=-204(LC 6) Max Grav 4=73(LC 6), 5=41(LC 6), 6=780(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-532/221 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 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) except (jt=lb) 4=324, 5=141, 6=204. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 4 lb up at -1-4-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-35(F) September 6,2019 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 B19902528 Truss J02 Truss Type Jack-Open Qty 4 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429272 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-84Q2e99iyYxD?PtNckmf8SQPR?451DF_SXMxcNygdHs Scale = 1:19.5 1 2 3 6 4 53x4 2x4 2x4 1-6-0 1-6-0 1-7-12 0-1-12 4-2-14 2-7-2 -1-4-8 1-4-8 4-2-14 4-2-14 0-9-63-3-10-7-42-7-133-3-17.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0] 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-P 0.29 0.20 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 -0.03 -0.00 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-12/Mechanical, 5=-6/Mechanical, 6=434/0-3-8 Max Horz 6=105(LC 6) Max Uplift 4=-32(LC 7), 5=-6(LC 1), 6=-96(LC 6) Max Grav 4=20(LC 4), 5=30(LC 2), 6=434(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-314/144 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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, 6. September 6,2019 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 B19902528 Truss J03 Truss Type Jack-Open Qty 4 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429273 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-cHzQrVAKjr34dZSZARHugfyZzPPXmfu8gB6U9qygdHr Scale = 1:14.5 1 2 3 6 4 53x4 2x4 2x4 1-9-8 1-9-8 2-6-5 0-8-13 -1-4-8 1-4-8 2-6-5 2-6-5 0-9-62-3-11-7-132-3-17.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0] 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-P 0.37 0.32 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.04 -0.00 (loc) 6 5-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-324/Mechanical, 5=-141/Mechanical, 6=780/0-3-8 Max Horz 6=74(LC 6) Max Uplift 4=-324(LC 1), 5=-141(LC 1), 6=-204(LC 6) Max Grav 4=73(LC 6), 5=41(LC 6), 6=780(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-532/221 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) except (jt=lb) 4=324, 5=141, 6=204. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 4 lb up at -1-4-8 on top 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: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-35(F) September 6,2019 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 B19902528 Truss J04 Truss Type Jack-Open Qty 3 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429274 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-4TXo2rByU9BxFj1lj9o7DtVjppkzV7wHvrr1hGygdHq Scale = 1:19.2 1 2 3 4 7 5 63x6 3x4 2x4 2x4 1-6-0 1-6-0 1-7-12 0-1-12 4-2-14 2-7-2 -1-4-8 1-4-8 4-2-14 4-2-14 0-9-63-3-12-10-23-3-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.43 0.37 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 -0.07 -0.00 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=13/Mechanical, 6=-31/Mechanical, 7=434/0-3-8 Max Horz 7=104(LC 6) Max Uplift 5=-28(LC 7), 6=-31(LC 1), 7=-92(LC 6) Max Grav 5=19(LC 4), 6=19(LC 2), 7=434(LC 1) 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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, 6, 7. September 6,2019 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 B19902528 Truss J05 Truss Type JACK-OPEN Qty 3 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429275 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-4TXo2rByU9BxFj1lj9o7DtVkDplgV6GHvrr1hGygdHq Scale = 1:12.8 1 2 3 6 4 53x4 2x4 2x4 1-9-8 1-9-8 2-6-13 0-9-5 -1-4-8 1-4-8 2-6-13 2-6-13 0-7-141-11-51-4-61-11-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.26 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.02 -0.00 (loc) 6 5-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-281/Mechanical, 5=-108/Mechanical, 6=693/0-3-8 Max Horz 6=65(LC 6) Max Uplift 4=-281(LC 1), 5=-108(LC 1), 6=-211(LC 6) Max Grav 4=81(LC 6), 5=40(LC 6), 6=693(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-491/284 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) except (jt=lb) 4=281, 5=108, 6=211. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 6 lb up at -1-4-8 on top 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: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-21(F) September 6,2019 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 B19902528 Truss J06 Truss Type Jack-Open Qty 3 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429276 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-Yf5BGBCaFTJnstcyHsJMm42s9C3dEa8Q8VbbDiygdHp Scale = 1:18.4 1 2 3 4 7 5 62x4 3x4 2x4 2x4 1-6-0 1-6-0 1-7-12 0-1-12 4-10-13 3-3-1 -1-4-8 1-4-8 4-10-13 4-10-13 0-7-143-1-42-8-103-1-46.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.45 0.34 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 -0.06 -0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=43/Mechanical, 6=-9/Mechanical, 7=436/0-3-8 Max Horz 7=100(LC 6) Max Uplift 5=-28(LC 6), 6=-9(LC 1), 7=-98(LC 6) Max Grav 5=43(LC 1), 6=38(LC 2), 7=436(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-266/184 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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, 6, 7. September 6,2019 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 B19902528 Truss J07 Truss Type Jack-Open Qty 3 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429277 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-0sfZTWCC0mReU0B8raqbIIa2VcPHz1EaM9K8l8ygdHo Scale = 1:12.6 1 2 3 4 7 5 62x4 3x4 2x4 2x4 1-9-8 1-9-8 2-6-13 0-9-5 -1-4-8 1-4-8 2-6-13 2-6-13 0-7-141-11-41-6-101-11-46.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.41 0.38 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.04 -0.00 (loc) 7 6-7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=-155/Mechanical, 6=-162/Mechanical, 7=599/0-3-8 Max Horz 7=64(LC 6) Max Uplift 5=-155(LC 1), 6=-162(LC 1), 7=-196(LC 6) Max Grav 5=48(LC 6), 6=60(LC 6), 7=599(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-315/200 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) except (jt=lb) 5=155, 6=162, 7=196. September 6,2019 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 B19902528 Truss J08 Truss Type Jack-Open Qty 3 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429278 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-0sfZTWCC0mReU0B8raqbIIa1vcPsz1NaM9K8l8ygdHo Scale = 1:18.4 1 2 3 4 7 5 62x4 3x4 2x4 2x4 1-6-0 1-6-0 1-7-12 0-1-12 4-10-13 3-3-1 -1-4-8 1-4-8 4-10-13 4-10-13 0-7-143-1-42-8-103-1-46.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.45 0.34 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 -0.06 -0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=43/Mechanical, 6=-9/Mechanical, 7=436/0-3-8 Max Horz 7=100(LC 6) Max Uplift 5=-28(LC 6), 6=-9(LC 1), 7=-98(LC 6) Max Grav 5=43(LC 1), 6=38(LC 2), 7=436(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-266/184 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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, 6, 7. September 6,2019 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 B19902528 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429279 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-U2DxhsDqn4ZV6AmKPHLqrV7FH0mCiSyjbp4iIbygdHn Scale = 1:19.2 1 2 3 4 10 9 8 7 5 6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 1-6-0 1-6-0 1-7-12 0-1-12 3-8-0 2-0-4 4-2-14 0-6-14 -1-4-8 1-4-8 3-8-0 3-8-0 4-2-14 0-6-14 0-9-63-3-12-3-12-10-21-0-07.00 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 0.28 0.27 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.04 -0.00 (loc) 7 7-8 5 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x3 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS.(lb/size)5=38/Mechanical, 6=-41/Mechanical, 10=458/0-3-8 Max Horz 10=104(LC 6) Max Uplift 5=-28(LC 6), 6=-41(LC 1), 10=-78(LC 6) Max Grav 5=38(LC 1), 6=38(LC 2), 10=458(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-10=-274/115 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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, 6, 10. September 6,2019 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 B19902528 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429280 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-yEnJuCESYOhMjKLWy?t4NjgNCQ5WRwBtqTpFq1ygdHm Scale = 1:14.8 1 2 3 6 4 53x4 2x4 2x4 1-10-0 1-10-0 1-11-12 0-1-12 3-4-6 1-4-10 -1-4-8 1-4-8 3-4-6 3-4-6 0-7-142-4-10-6-141-9-32-4-16.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.46 0.33 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.05 -0.00 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-238/Mechanical, 5=-83/Mechanical, 6=703/0-3-8 Max Horz 6=78(LC 6) Max Uplift 4=-238(LC 1), 5=-83(LC 1), 6=-187(LC 6) Max Grav 4=54(LC 6), 5=31(LC 6), 6=703(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-509/284 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 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 except (jt=lb) 4=238, 6=187. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 10 lb up at -1-4-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-35(F) September 6,2019 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 B19902528 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429281 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-yEnJuCESYOhMjKLWy?t4NjgOOQ50RvxtqTpFq1ygdHm Scale = 1:20.6 1 2 3 4 10 9 8 7 5 6 3x4 3x4 3x4 3x6 3x4 2x4 1-10-0 1-10-0 1-11-12 0-1-12 4-0-0 2-0-4 5-8-6 1-8-6 -1-4-8 1-4-8 4-0-0 4-0-0 5-8-6 1-8-6 0-7-143-6-10-4-103-1-62-6-11-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-3], [4:0-1-4,0-0-10], [7:0-3-0,0-0-8], [8:0-0-0,0-1-12], [8:0-1-8,0-1-8], [9:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.36 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.04 -0.01 (loc) 7 7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x3 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS.(lb/size)5=73/Mechanical, 6=-20/Mechanical, 10=518/0-3-8 Max Horz 10=112(LC 6) Max Uplift 5=-36(LC 6), 6=-20(LC 1), 10=-88(LC 6) Max Grav 5=73(LC 1), 6=53(LC 2), 10=518(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-10=-331/186, 4-8=-308/214 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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, 6, 10. September 6,2019 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 B19902528 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429282 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-RRLh6YF5JhpDLUwjWiOJwwCaCqShANl037ZoMTygdHl Scale = 1:14.8 1 2 3 6 4 53x4 2x4 2x4 1-6-0 1-6-0 1-7-12 0-1-12 3-4-6 1-8-10 -1-4-8 1-4-8 3-4-6 3-4-6 0-7-142-4-10-6-141-9-32-4-16.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.38 0.27 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.03 -0.00 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-133/Mechanical, 5=-46/Mechanical, 6=561/0-3-8 Max Horz 6=78(LC 6) Max Uplift 4=-133(LC 1), 5=-46(LC 1), 6=-145(LC 6) Max Grav 4=24(LC 6), 5=24(LC 6), 6=561(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-402/225 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 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 except (jt=lb) 4=133, 6=145. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 10 lb up at -1-4-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-35(F) September 6,2019 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 B19902528 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429283 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-RRLh6YF5JhpDLUwjWiOJwwCYeqS2AO2037ZoMTygdHl Scale = 1:21.3 1 2 3 4 7 5 6 2x4 3x4 2x4 2x4 1-6-0 1-6-0 1-7-12 0-1-12 5-8-6 4-0-10 -1-4-8 1-4-8 5-8-6 5-8-6 0-7-143-6-10-4-103-1-63-6-16.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.48 0.31 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 -0.05 -0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=74/Mechanical, 6=10/Mechanical, 7=449/0-3-8 Max Horz 7=112(LC 6) Max Uplift 5=-41(LC 6), 7=-91(LC 6) Max Grav 5=74(LC 1), 6=58(LC 2), 7=449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-290/203 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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, 7. September 6,2019 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 B19902528 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429284 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-vdv4JuGj4?x4zeVv4PvYT8lfKDrfvrU9HnIMvwygdHk Scale = 1:21.2 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 2-3-9 0-9-9 -2-10-8 2-10-8 2-3-9 2-3-9 2-3-03-7-12-11-133-7-17.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.74 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=653/0-3-8, 3=-220/Mechanical, 4=21/Mechanical Max Horz 6=84(LC 6) Max Uplift 6=-122(LC 6), 3=-220(LC 1), 4=-78(LC 6) Max Grav 6=653(LC 1), 3=83(LC 6), 4=42(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-632/146 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 6=122, 3=220. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 13 lb up at -2-10-8 on top 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, 4-6=-20 Concentrated Loads (lb) Vert: 1=-105(F) September 6,2019 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 B19902528 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429285 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-NpSSXEGLqJ3xbo35e7Qn?LIwFd6JeH8JWR2vRMygdHj Scale = 1:26.1 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 4-0-2 2-6-2 -2-10-8 2-10-8 4-0-2 4-0-2 2-3-04-7-13-11-134-7-17.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.39 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.07 0.05 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >885 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=405/0-3-8, 3=42/Mechanical, 4=38/Mechanical Max Horz 6=175(LC 6) Max Uplift 6=-62(LC 6), 3=-19(LC 7), 4=-58(LC 6) Max Grav 6=405(LC 1), 3=42(LC 1), 4=76(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-367/0 WEBS 2-5=0/319 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 6, 3, 4. September 6,2019 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 B19902528 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429286 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-NpSSXEGLqJ3xbo35e7Qn?LItLdBFeInJWR2vRMygdHj Scale = 1:18.7 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 2-2-7 0-8-7 -2-10-8 2-10-8 2-2-7 2-2-7 2-0-03-1-32-6-53-1-46.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.53 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=524/0-3-8, 3=-153/Mechanical, 4=20/Mechanical Max Horz 6=70(LC 6) Max Uplift 6=-131(LC 6), 3=-153(LC 1), 4=-58(LC 6) Max Grav 6=524(LC 1), 3=76(LC 6), 4=40(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-504/199 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 6=131, 3=153. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 14 lb up at -2-10-8 on top 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, 4-6=-20 Concentrated Loads (lb) Vert: 1=-50(F) September 6,2019 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 B19902528 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429287 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-r00qkaHzbcBoCxeIBqx0YZq511SfNkOSl5nSzoygdHi Scale = 1:24.3 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 4-6-7 3-0-7 -2-10-8 2-10-8 4-6-7 4-6-7 2-0-04-3-33-8-54-3-46.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.38 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.06 0.06 (loc) 4-5 4-5 3 4-5 l/defl >999 >987 n/a >927 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=418/0-3-8, 3=67/Mechanical, 4=43/Mechanical Max Horz 6=158(LC 6) Max Uplift 6=-81(LC 6), 3=-22(LC 7), 4=-30(LC 6) Max Grav 6=418(LC 1), 3=67(LC 1), 4=87(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-374/1 WEBS 2-5=0/314 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 6, 3, 4. September 6,2019 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 B19902528 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429288 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-JCaCxwIbMwJfq5DUlYSF4mNCMRnr6Ctc_lX0VFygdHh Scale = 1:30.7 1 2 6 5 3 4 2x4 6x6 2x4 1-6-0 1-6-0 6-10-7 5-4-7 -2-10-8 2-10-8 6-10-7 6-10-7 2-0-05-5-30-6-144-10-55-5-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.38 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.13 0.11 (loc) 4-5 4-5 3 4-5 l/defl >999 >401 n/a >741 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=489/0-3-8, 3=167/Mechanical, 4=58/Mechanical Max Horz 6=194(LC 6) Max Uplift 6=-75(LC 6), 3=-73(LC 6) Max Grav 6=489(LC 1), 3=167(LC 1), 4=114(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-452/27 WEBS 2-5=0/252 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 6, 3. September 6,2019 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 B19902528 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429289 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-nO8a9FJD7ESWSFogJFzUd_vNzrDTrfWlCPGZ2hygdHg Scale = 1:19.9 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 1-10-2 0-4-2 -2-10-8 2-10-8 1-10-2 1-10-2 2-3-03-3-152-8-113-3-157.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.64 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=626/0-3-8, 3=-249/Mechanical, 4=17/Mechanical Max Horz 6=77(LC 6) Max Uplift 6=-129(LC 6), 3=-249(LC 1), 4=-94(LC 6) Max Grav 6=626(LC 1), 3=111(LC 6), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-609/177 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 6=129, 3=249. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 10 lb up at -2-10-8 on top 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, 4-6=-20 Concentrated Loads (lb) Vert: 1=-77(F) September 6,2019 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 B19902528 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429290 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-nO8a9FJD7ESWSFogJFzUd_vRUr8lrewlCPGZ2hygdHg Scale = 1:24.8 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 3-6-12 2-0-12 -2-10-8 2-10-8 3-6-12 3-6-12 2-3-04-3-153-8-114-3-157.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.34 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.05 0.04 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=397/0-3-8, 3=19/Mechanical, 4=34/Mechanical Max Horz 6=166(LC 6) Max Uplift 6=-64(LC 6), 3=-13(LC 7), 4=-67(LC 6) Max Grav 6=397(LC 1), 3=31(LC 4), 4=67(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-363/0 WEBS 2-5=0/304 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 6, 3, 4. September 6,2019 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 B19902528 Truss J21 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429291 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-FbizMbJruXaN3PNttzVj9BSYjEZia6mvR307a7ygdHf Scale = 1:19.9 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 1-10-2 0-4-2 -2-10-8 2-10-8 1-10-2 1-10-2 2-3-03-3-152-8-113-3-157.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.64 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=626/0-3-8, 3=-249/Mechanical, 4=17/Mechanical Max Horz 6=77(LC 6) Max Uplift 6=-129(LC 6), 3=-249(LC 1), 4=-94(LC 6) Max Grav 6=626(LC 1), 3=111(LC 6), 4=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-609/177 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 6=129, 3=249. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 10 lb up at -2-10-8 on top 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, 4-6=-20 Concentrated Loads (lb) Vert: 1=-77(F) September 6,2019 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 B19902528 Truss J22 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429292 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-jnGLaxKUfriEhZy3Qg0yiP?n_eqDJYQ2gjlg6ZygdHe Scale = 1:24.8 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 3-6-12 2-0-12 -2-10-8 2-10-8 3-6-12 3-6-12 2-3-04-3-153-8-114-3-157.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.34 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.05 0.04 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=397/0-3-8, 3=19/Mechanical, 4=34/Mechanical Max Horz 6=166(LC 6) Max Uplift 6=-64(LC 6), 3=-13(LC 7), 4=-67(LC 6) Max Grav 6=397(LC 1), 3=31(LC 4), 4=67(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-363/0 WEBS 2-5=0/304 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 6, 3, 4. September 6,2019 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 B19902528 Truss J23 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429293 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-jnGLaxKUfriEhZy3Qg0yiP?kNevpJZ12gjlg6ZygdHe Scale = 1:18.2 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 2-0-2 0-6-2 -2-10-8 2-10-8 2-0-2 2-0-2 2-0-03-0-12-5-23-0-16.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.52 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=526/0-3-8, 3=-174/Mechanical, 4=18/Mechanical Max Horz 6=67(LC 6) Max Uplift 6=-136(LC 6), 3=-174(LC 1), 4=-64(LC 6) Max Grav 6=526(LC 1), 3=89(LC 6), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-508/214 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 6=136, 3=174. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 13 lb up at -2-10-8 on top 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, 4-6=-20 Concentrated Loads (lb) Vert: 1=-45(F) September 6,2019 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 B19902528 Truss J24 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429294 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-CzqjnHL6Q9q5JjXF_OXBFcXym2A52?gBuNVDe0ygdHd Scale: 1/2"=1' 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 4-4-2 2-10-2 -2-10-8 2-10-8 4-4-2 4-4-2 2-0-04-2-13-7-24-2-16.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.36 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.05 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=413/0-3-8, 3=58/Mechanical, 4=41/Mechanical Max Horz 6=155(LC 6) Max Uplift 6=-82(LC 6), 3=-20(LC 7), 4=-33(LC 6) Max Grav 6=413(LC 1), 3=58(LC 1), 4=83(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-371/7 WEBS 2-5=0/308 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 6, 3, 4. September 6,2019 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 B19902528 Truss J25 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429295 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-g9N5?dMkBSyxws6RY52Qnq44tSaHnTXL70EnBSygdHc Scale = 1:18.2 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 2-0-2 0-6-2 -2-10-8 2-10-8 2-0-2 2-0-2 2-0-03-0-12-5-23-0-16.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.52 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=526/0-3-8, 3=-174/Mechanical, 4=18/Mechanical Max Horz 6=67(LC 6) Max Uplift 6=-136(LC 6), 3=-174(LC 1), 4=-64(LC 6) Max Grav 6=526(LC 1), 3=89(LC 6), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-508/214 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 6=136, 3=174. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 13 lb up at -2-10-8 on top 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, 4-6=-20 Concentrated Loads (lb) Vert: 1=-45(F) September 6,2019 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 B19902528 Truss J26 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429296 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-g9N5?dMkBSyxws6RY52Qnq47WSVKnSwL70EnBSygdHc Scale: 1/2"=1' 1 2 6 5 3 4 2x4 4x6 2x4 1-6-0 1-6-0 4-4-2 2-10-2 -2-10-8 2-10-8 4-4-2 4-4-2 2-0-04-2-10-6-143-7-24-2-16.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.36 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.05 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=413/0-3-8, 3=58/Mechanical, 4=41/Mechanical Max Horz 6=155(LC 6) Max Uplift 6=-82(LC 6), 3=-20(LC 7), 4=-33(LC 6) Max Grav 6=413(LC 1), 3=58(LC 1), 4=83(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-371/7 WEBS 2-5=0/308 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) 6, 3, 4. September 6,2019 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 B19902528 Truss J27 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429297 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-8MxTCzNMym4oY0he6oZfK1dJsswsWwKUMg_KjuygdHb Scale = 1:8.3 1 2 3 4 3x4 3x6 1-7-0 1-7-0 -1-10-8 1-10-8 1-7-0 1-7-0 0-6-141-1-30-9-01-1-34.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5], [2:0-1-11,0-6-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-35/Mechanical, 2=257/1-0-0, 4=15/Mechanical Max Horz 2=40(LC 4) Max Uplift 3=-35(LC 1), 2=-103(LC 4) Max Grav 3=23(LC 4), 2=257(LC 1), 4=29(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 except (jt=lb) 2=103. September 6,2019 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 B19902528 Truss J28 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429298 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-cYVsPJN_j4CfAAFqfW4usF9UbFG5FMaebKjuFLygdHa Scale = 1:8.3 1 2 3 4 3x4 3x6 1-7-0 1-7-0 -1-10-8 1-10-8 1-7-0 1-7-0 0-6-141-1-30-9-01-1-34.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5], [2:0-1-11,0-6-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-35/Mechanical, 2=257/1-0-0, 4=15/Mechanical Max Horz 2=40(LC 4) Max Uplift 3=-35(LC 1), 2=-103(LC 4) Max Grav 3=23(LC 4), 2=257(LC 1), 4=29(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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 except (jt=lb) 2=103. September 6,2019 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 B19902528 Truss M01 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429299 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-cYVsPJN_j4CfAAFqfW4usF9OrF8OFFXebKjuFLygdHa Scale = 1:49.6 1 2 3 4 5 7 6 3x4 2x4 3x4 3x6 3x4 2x4 7-6-3 7-6-3 14-9-8 7-3-5 -0-8-0 0-8-0 7-6-3 7-6-3 14-9-8 7-3-5 0-4-78-11-157.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.52 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.20 0.02 0.05 (loc) 6-7 2-7 6 2-7 l/defl >999 >858 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS.(lb/size)6=580/0-3-8, 2=632/0-3-8 Max Horz 2=281(LC 6) Max Uplift 6=-128(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-778/0 BOT CHORD 2-7=-131/586, 6-7=-131/586 WEBS 3-7=0/352, 3-6=-682/152 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=128. September 6,2019 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 B19902528 Truss M02 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429300 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-4k3EdfOcUNKWnKq0DDb7PSiY0fVw_jBnp_TRnnygdHZ Scale = 1:48.7 1 2 3 4 5 7 6 3x4 2x4 3x4 3x6 3x4 2x4 7-4-7 7-4-7 14-6-0 7-1-9 -0-8-0 0-8-0 7-4-7 7-4-7 14-6-0 7-1-9 0-4-78-9-157.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.50 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.19 0.02 0.04 (loc) 6-7 2-7 6 2-7 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS.(lb/size)6=569/Mechanical, 2=620/0-3-8 Max Horz 2=275(LC 6) Max Uplift 6=-125(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-762/0 BOT CHORD 2-7=-128/574, 6-7=-128/574 WEBS 3-7=0/345, 3-6=-668/149 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) except (jt=lb) 6=125. September 6,2019 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 B19902528 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429301 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-Yxdcq?PEFhSNPUPDnx7MygFow3vjjATx2eC_KDygdHY Scale = 1:52.8 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 2x4 3x4 3x6 3x4 2x4 3x4 3x4 2x4 3x4 3x8 8x10 1-6-0 1-6-0 1-7-12 0-1-12 7-2-2 5-6-6 12-8-8 5-6-6 13-9-8 1-1-0 -1-4-8 1-4-8 1-7-12 1-7-12 7-2-2 5-6-6 12-8-8 5-6-6 13-9-8 1-1-0 0-9-68-9-156-9-152-0-07.00 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 0.38 0.21 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.01 0.01 (loc) 11-12 11-12 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-11: 2x3 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)9=457/Mechanical, 13=721/0-3-8 Max Horz 13=275(LC 6) Max Uplift 9=-122(LC 6), 13=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-6=-452/0 BOT CHORD 7-10=-38/272 WEBS 4-13=-622/114, 4-12=0/416, 10-12=-110/325, 7-9=-483/154 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 13 except (jt=lb) 9=122. September 6,2019 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 B19902528 Truss M04 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429302 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-Yxdcq?PEFhSNPUPDnx7MygFpP3wmjF2x2eC_KDygdHY Scale: 1/2"=1' 1 2 3 4 5 7 6 2x4 3x6 3x4 3x4 2x4 3x4 1-6-0 1-6-0 1-7-12 0-1-12 5-8-0 4-0-4 -1-4-8 1-4-8 1-7-12 1-7-12 5-8-0 4-0-4 0-9-64-1-13-9-90-3-84-1-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.29 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 -0.00 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=447/0-3-8, 6=77/0-1-8 Max Horz 7=128(LC 6) Max Uplift 7=-76(LC 6), 6=-33(LC 6) Max Grav 7=447(LC 1), 6=79(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-362/153 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. September 6,2019 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 B19902528 Truss M05 Truss Type MONOPITCH Qty 12 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429303 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-07B_2KQt0?aE1e_PLeebUtnypTE1SiD4HIyYsfygdHX Scale = 1:30.6 1 2 3 4 7 6 5 3x4 3x8 3x4 2x4 4x6 1-6-0 1-6-0 1-7-12 0-1-12 7-8-0 6-0-4 -1-4-8 1-4-8 1-7-12 1-7-12 7-8-0 6-0-4 0-9-65-3-14-11-90-3-85-3-17.00 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 0.44 0.27 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 -0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6,3-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=497/0-3-8, 5=185/0-1-8 Max Horz 6=180(LC 6) Max Uplift 6=-64(LC 6), 5=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-390/158 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. September 6,2019 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 B19902528 Truss M06 Truss Type Monopitch Qty 9 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429304 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-UJlMFgQVnIi5enZbuM9q15K68tbWB9WDVyh5O6ygdHW Scale = 1:25.0 1 2 3 4 5 7 6 3x4 3x4 3x4 3x4 2x4 4x6 1-6-0 1-6-0 1-7-12 0-1-12 7-2-0 5-6-4 -1-4-8 1-4-8 1-7-12 1-7-12 7-2-0 5-6-4 0-7-144-2-143-11-60-3-84-2-146.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.25 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 -0.00 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=485/0-3-8, 6=159/0-1-8 Max Horz 7=134(LC 6) Max Uplift 7=-83(LC 6), 6=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-382/240 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. September 6,2019 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 B19902528 Truss M07 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429305 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-UJlMFgQVnIi5enZbuM9q15K9std9B9PDVyh5O6ygdHW Scale = 1:27.3 1 2 3 4 5 10 9 8 7 6 2x4 3x8 2x4 3x6 3x4 3x4 5x12 3x4 1-6-0 1-6-0 1-7-12 0-1-12 3-8-0 2-0-4 6-7-8 2-11-8 -1-4-8 1-4-8 1-7-12 1-7-12 3-8-0 2-0-4 6-7-8 2-11-8 0-9-64-7-123-4-41-3-83-7-121-0-07.00 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 0.29 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 6-7 6-7 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-8: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 5-6,2-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS.(lb/size)9=466/0-3-8, 6=132/0-1-8 Max Horz 9=126(LC 5) Max Uplift 9=-97(LC 6), 6=-40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-272/82 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. September 6,2019 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 B19902528 Truss M08 Truss Type Monopitch Qty 8 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429306 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-zWJkT0R7XcqyGx8oS3g3ZItHgGsOwcZNkcRewYygdHV Scale = 1:37.6 1 2 3 5 4 2x4 3x4 3x4 4x6 7-5-0 7-5-0 -2-10-8 2-10-8 7-5-0 7-5-0 2-3-06-6-157.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.47 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.27 -0.00 0.00 (loc) 4-5 4-5 4 4-5 l/defl >798 >321 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=248/Mechanical, 5=506/0-3-8 Max Horz 5=235(LC 6) Max Uplift 4=-92(LC 6), 5=-52(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-430/114 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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. September 6,2019 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 B19902528 Truss M09 Truss Type MONOPITCH Qty 6 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429307 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-Ris7gMSlIwypu5j_0mBI6WPVAgFkf4AWzGACT_ygdHU Scale = 1:30.4 1 2 3 5 4 2x4 2x4 4x6 3x4 -2-10-8 2-10-8 5-3-0 5-3-0 2-3-05-3-125-0-40-3-85-3-127.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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-P 0.30 0.27 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >657 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=435/0-3-8, 4=143/0-1-8 Max Horz 5=195(LC 6) Max Uplift 5=-58(LC 6), 4=-71(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-385/105 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. September 6,2019 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 B19902528 Truss M10 Truss Type Monopitch Qty 8 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429308 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-Ris7gMSlIwypu5j_0mBI6WPQog7Nf43WzGACT_ygdHU Scale = 1:19.7 1 2 3 4 5 3x4 5x6 3x8 3x6 1-0-0 1-0-0 -1-10-8 1-10-8 7-6-8 7-6-8 0-6-143-1-12-9-90-3-83-1-14.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-1], [2:0-2-3,0-10-7], [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.80 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.00 0.06 (loc) 4-5 4-5 4 4-5 l/defl >999 >773 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=-100/1-0-0, 5=578/0-3-8, 4=219/0-1-8 Max Horz 2=100(LC 4) Max Uplift 2=-309(LC 2), 5=-156(LC 7), 4=-78(LC 4) Max Grav 2=101(LC 7), 5=617(LC 2), 4=219(LC 1) 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=309, 5=156. September 6,2019 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 B19902528 Truss M11 Truss Type Monopitch Qty 4 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429309 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-vuQVtiTN3D4gVFIAaUiXfjyje4feOXJgCwwl?RygdHT Scale = 1:10.2 1 2 4 3 2x4 2x4 2x4 2x4 2-4-15 2-4-15 2-4-15 2-4-15 0-7-150-11-71-9-10-3-81-5-90-3-81-9-14.00 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 0.06 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4 3-4 4 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 2-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=85/0-1-8, 3=85/0-1-8 Max Horz 3=22(LC 4) Max Uplift 4=-14(LC 4), 3=-36(LC 4) 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) Bearing at joint(s) 4, 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. September 6,2019 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 B19902528 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429310 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-N5_t52U?qXCX7PtM7BEmBxVtJUx67_IpQafJXtygdHS Scale = 1:37.4 1 2 4 3 5 6 2x4 4x6 2x4 3x4 4-0-0 4-0-0 4-0-0 4-0-0 4-9-106-9-106.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.27 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=652/0-8-8, 4=522/0-3-8 Max Horz 4=57(LC 5) Max Uplift 3=-163(LC 5), 4=-1(LC 3) 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: 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) 4 except (jt=lb) 3=163. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 437 lb down and 64 lb up at 1-3-4, and 441 lb down and 56 lb up at 3-3-4 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-437(F) 6=-441(F) September 6,2019 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 B19902528 Truss MG03 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429311 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-N5_t52U?qXCX7PtM7BEmBxVhpUrw7qGpQafJXtygdHS Scale = 1:51.4 1 2 3 4 9 8 7 6 5 10 11 12 13 14 3x8 2x4 4x6 3x8 3x8 4x8 3x8 10x10 6x10 5-9-0 5-9-0 11-2-8 5-5-8 12-3-8 1-1-0 5-9-0 5-9-0 11-2-8 5-5-8 12-3-8 1-1-0 1-7-148-9-156-9-152-0-07.00 12 Plate Offsets (X,Y)-- [6:0-8-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.93 0.67 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.02 0.04 (loc) 7-8 7-8 5 7-8 l/defl >999 >973 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-7: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=3653/Mechanical, 9=3083/0-3-8 Max Horz 9=237(LC 5) Max Uplift 5=-344(LC 5), 9=-114(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3037/111, 2-3=-747/20, 1-9=-2185/92 BOT CHORD 8-9=-257/327, 7-8=-26/337, 6-7=-41/908, 3-6=-217/2907, 5-6=-58/597 WEBS 2-8=-105/1678, 6-8=-245/2413, 2-6=-2164/206, 3-5=-2776/296, 1-8=-47/2289 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 0-7-0 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) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 5=344, 9=114. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 870 lb down and 54 lb up at 1-6-4, 937 lb down and 54 lb up at 3-6-4, 949 lb down and 55 lb up at 5-6-4, 981 lb down and 64 lb up at 7-6-4, and 1018 lb down and 79 lb up at 9-6-4, and 1022 lb down and 70 lb up at 11-6-4 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 7-9=-20, 5-6=-20 Continued on page 2 September 6,2019 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 B19902528 Truss MG03 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429311 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:54 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-rHYFIOUdbrKOlZRZhvl?k81sZuB9sHWyfEPs3JygdHR LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-949(F) 10=-870(F) 11=-937(F) 12=-981(F) 13=-1018(F) 14=-1022(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 B19902528 Truss T01 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429312 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-JT6dWkVGM8TEMi0lFcGEGMa2eHYNbgF6uu8PclygdHQ Scale = 1:83.0 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12232425 3x8 6x6 4x8 8x10 6x16 3x6 3x4 4x6 5x8 2x4 4x6 3x4 6x6 5x6 4x6 4x6 5x12 8x8 4x8 3x4 6x6 3x8 MT18HS 10-0-5 10-0-5 16-2-0 6-1-11 22-5-0 6-2-15 28-6-11 6-1-11 30-10-11 2-4-0 37-0-11 6-2-0 43-2-11 6-2-0 45-0-0 1-9-5 5-1-7 5-1-7 10-0-5 4-10-15 16-2-0 6-1-11 22-5-0 6-2-15 28-6-11 6-1-11 30-10-11 2-4-0 37-0-11 6-2-0 43-2-11 6-2-0 45-0-0 1-9-5 1-4-146-3-65-1-66-5-14-4-66-3-66.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-2-0], [9:0-2-8,0-2-0], [10:0-8-0,0-2-2], [11:Edge,0-2-4], [13:0-2-8,Edge], [14:0-2-8,0-2-8], [15:0-2-8,0-2-0], [17:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.61 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.68 0.18 0.17 (loc) 17-18 17-18 12 17-18 l/defl >999 >793 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 218 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-22,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-9 max.): 3-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 2-22, 11-12 REACTIONS.(lb/size)22=1933/Mechanical, 12=1904/Mechanical Max Horz 22=109(LC 6) Max Uplift 22=-25(LC 5), 12=-78(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-355/32, 2-3=-2932/322, 3-4=-3471/404, 4-6=-3469/402, 6-7=-3794/420, 7-8=-3880/412, 8-9=-3932/400, 9-10=-2683/282, 10-11=-688/72, 1-22=-297/54, 11-12=-1890/173 BOT CHORD 21-22=-339/2373, 19-21=-253/2591, 18-19=-355/3793, 17-18=-319/3451, 15-17=-371/3910, 14-15=-257/2681, 13-14=-58/645 WEBS 2-21=-8/410, 3-19=-119/1290, 4-19=-416/128, 6-19=-508/23, 7-18=-56/644, 7-17=-65/1127, 8-17=-1042/121, 8-15=-902/138, 9-15=-147/1564, 9-14=-1441/235, 10-14=-252/2580, 10-13=-1501/203, 2-22=-2626/319, 11-13=-145/1683 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever 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, 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T02 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429313 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-ngg0j4Wu7Sb5_sbxpKnTpZ7BVhoAK7ZF6Yuz8CygdHP Scale = 1:81.2 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10202122 6x6 6x6 6x6 8x8 6x6 3x6 3x4 3x8 MT18HS 4x6 5x6 3x4 4x8 2x4 5x6 4x6 3x4 4x6 4x8 3x8 6-3-7 6-3-7 12-4-5 6-0-15 19-3-8 6-11-3 26-2-11 6-11-3 28-6-11 2-4-0 35-2-11 6-8-0 45-0-0 9-9-5 6-3-7 6-3-7 12-4-5 6-0-15 19-3-8 6-11-3 26-2-11 6-11-3 28-6-11 2-4-0 35-2-11 6-8-0 40-0-1 4-9-7 45-0-0 4-11-15 1-4-147-5-56-3-57-7-11-6-67-5-56.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-4], [13:0-2-8,0-2-0], [14:0-2-8,0-2-8], [18:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.97 0.95 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.57 0.17 0.12 (loc) 14-15 14-15 10 14 l/defl >999 >934 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 216 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-19: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-14, 8-10 REACTIONS.(lb/size)19=1957/Mechanical, 10=1969/Mechanical Max Horz 19=60(LC 5) Max Uplift 19=-38(LC 6), 10=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2958/326, 2-3=-2926/364, 3-4=-3187/415, 4-5=-3187/415, 5-6=-3524/438, 6-7=-3506/426, 7-8=-2945/338, 8-9=-297/34, 1-19=-1887/232, 9-10=-268/54 BOT CHORD 17-18=-234/2571, 15-17=-157/2551, 14-15=-205/3129, 13-14=-266/3519, 11-13=-172/2610, 10-11=-242/2323 WEBS 2-18=-321/116, 3-17=0/287, 3-15=-81/1009, 4-15=-506/157, 5-15=-51/296, 5-14=-98/1223, 6-14=-1063/170, 6-13=-769/118, 7-13=-124/1211, 8-11=-8/373, 1-18=-214/2403, 8-10=-2667/325 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever 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) 19, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T03 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429314 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-GsEOxPXWumjyc0A8M1IiMnfOW5AI3cuPLCdWgeygdHO Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11212223 4x8 5x6 6x6 8x8 6x6 6x6 3x6 3x6 4x6 5x6 4x8 4x6 4x8 3x6 3x4 4x6 5x8 6x6 3x4 3x8 MT18HS 7-0-0 7-0-0 14-8-5 7-8-5 23-10-11 9-2-5 26-2-11 2-4-0 32-10-11 6-8-0 38-10-1 5-11-7 45-0-0 6-1-15 7-0-0 7-0-0 14-8-5 7-8-5 19-3-8 4-7-3 23-10-11 4-7-3 26-2-11 2-4-0 32-10-11 6-8-0 38-10-1 5-11-7 45-0-0 6-1-15 1-4-148-7-57-5-58-9-11-6-68-7-56.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-4], [10:Edge,0-2-4], [12:0-2-8,0-2-8], [15:0-2-8,0-1-8], [19:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.83 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.78 0.13 0.10 (loc) 16-18 16-18 11 15 l/defl >999 >687 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 222 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-20: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-0 max.): 4-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-18, 5-18, 5-16, 7-16 REACTIONS.(lb/size)20=1936/Mechanical, 11=1957/Mechanical Max Horz 20=71(LC 5) Max Uplift 20=-51(LC 6), 11=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2978/346, 2-4=-2815/368, 4-5=-2419/370, 5-6=-2770/395, 6-7=-3120/427, 7-8=-3077/414, 8-9=-2888/368, 9-10=-2859/323, 1-20=-1855/241, 10-11=-1885/235 BOT CHORD 19-20=-77/254, 18-19=-246/2585, 16-18=-167/2674, 15-16=-213/3086, 13-15=-161/2521, 12-13=-228/2485 WEBS 2-19=-267/124, 4-18=-31/836, 5-18=-645/83, 5-16=-38/294, 6-16=-120/1142, 7-16=-1014/194, 7-15=-622/89, 8-15=-75/821, 8-13=0/274, 9-12=-378/119, 1-19=-219/2360, 10-12=-216/2359 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever 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) 20, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T04 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429315 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-k2nm8lX8f3rpDAlKwlpxu_CZUVUko2YYasN4D4ygdHN Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120212223 4x8 6x6 5x6 8x8 5x6 4x8 3x6 3x8 MT18HS 4x6 5x6 3x4 4x8 3x8 4x6 5x8 8x8 3x4 6x6 3x6 8-7-7 8-7-7 17-0-5 8-4-15 21-6-11 4-6-5 30-6-11 9-0-0 38-6-0 7-11-5 45-0-0 6-6-0 8-7-7 8-7-7 17-0-5 8-4-15 21-6-11 4-6-5 23-10-11 2-4-0 30-6-11 6-8-0 38-6-0 7-11-5 45-0-0 6-6-0 1-4-149-9-58-7-59-11-11-6-69-9-56.00 12 Plate Offsets (X,Y)-- [10:Edge,0-2-4], [12:0-2-8,0-2-8], [18:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.95 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.71 0.14 0.09 (loc) 13-15 13-15 11 15 l/defl >999 >760 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 227 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-19: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,6-13,1-19: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 6-15, 6-13, 9-13 REACTIONS.(lb/size)19=2006/Mechanical, 11=1955/Mechanical Max Horz 19=83(LC 5) Max Uplift 19=-63(LC 6), 11=-96(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3186/362, 2-4=-2726/386, 4-5=-2492/395, 5-6=-2809/426, 6-7=-2428/377, 7-9=-2826/372, 9-10=-2903/341, 1-19=-1927/256, 10-11=-1882/241 BOT CHORD 18-19=-97/304, 16-18=-243/2754, 15-16=-108/2329, 13-15=-174/2777, 12-13=-245/2527 WEBS 2-16=-557/161, 4-16=-18/480, 4-15=-56/533, 5-15=-126/1005, 6-15=-1056/230, 6-13=-588/62, 7-13=-3/739, 9-12=-339/133, 1-18=-203/2469, 10-12=-234/2399 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever 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) 19, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T05 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429316 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:41:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-CEL8L5YmQNzgrKKWUSKARCkp?vrDXTSipW6dlXygdHM Scale = 1:86.8 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 132223242526 4x6 5x6 8x8 5x6 4x6 4x6 3x16 MT18HS 2x4 3x8 4x6 3x6 4x6 5x8 3x8 4x6 4x8 5x8 3x4 4x6 3x8 MT18HS 3x8 1-6-0 1-6-0 1-7-12 0-1-12 11-2-10 9-6-14 20-9-8 9-6-14 29-8-11 8-11-3 38-1-15 8-5-5 46-7-4 8-5-5 46-9-0 0-1-12 48-3-0 1-6-0 1-7-12 1-7-12 8-0-5 6-4-9 14-4-15 6-4-9 20-9-8 6-4-9 23-0-11 2-3-3 29-8-11 6-8-0 38-1-15 8-5-5 46-7-4 8-5-5 48-3-0 1-7-12 0-7-149-9-511-0-100-7-149-9-56.00 12 Plate Offsets (X,Y)-- [14:0-2-8,0-2-0], [21:0-2-8,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.57 0.87 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.68 0.16 0.10 (loc) 18-20 18-20 13 14-16 l/defl >999 >795 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 237 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-21,6-18,7-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-11 oc purlins, except 2-0-0 oc purlins (4-4-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-21, 5-18, 7-18, 7-16, 10-16 REACTIONS.(lb/size)21=2176/0-3-8, 13=2159/0-3-8 Max Horz 21=-104(LC 4) Max Uplift 21=-113(LC 6), 13=-144(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-383/0, 2-3=-530/81, 3-5=-3102/398, 5-6=-2598/402, 6-7=-2528/420, 7-8=-2374/393, 8-10=-2773/388, 10-11=-3191/369, 11-12=-444/3 BOT CHORD 1-21=0/381, 20-21=-226/2660, 18-20=-150/2602, 16-18=-88/2516, 14-16=-204/2745, 13-14=-30/481, 12-13=-30/481 WEBS 2-21=-455/204, 3-21=-2748/312, 5-20=0/319, 5-18=-594/182, 6-18=-260/1959, 7-18=-1158/240, 7-16=-349/62, 8-16=-5/695, 10-16=-471/157, 11-14=-175/2282, 11-13=-1947/361 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) except (jt=lb) 21=113, 13=144. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T06 Truss Type Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429317 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-gRvWZRZOBh5XTUvj29sPzPH?vIE9GyCr1AsAHzygdHL Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 152425262728 4x6 6x6 5x6 4x6 4x6 3x8 MT18HS 2x4 3x8 4x6 3x6 4x6 3x6 3x8 4x6 3x6 4x6 3x8 2x4 3x8 MT18HS 4x6 3x6 1-6-0 1-6-0 1-7-12 0-1-12 11-3-1 9-7-5 20-10-5 9-7-5 27-4-11 6-6-5 36-11-15 9-7-5 46-7-4 9-7-5 46-9-0 0-1-12 48-3-0 1-6-0 -1-4-8 1-4-8 1-7-12 1-7-12 8-0-10 6-4-14 14-5-8 6-4-14 20-10-5 6-4-14 27-4-11 6-6-5 33-9-8 6-4-14 40-2-6 6-4-14 46-7-4 6-4-14 48-3-0 1-7-12 49-7-8 1-4-8 0-7-1410-11-511-1-10-7-1410-11-56.00 12 Plate Offsets (X,Y)-- [15:0-2-8,0-1-8], [23:0-2-8,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.49 0.69 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.72 0.18 0.09 (loc) 16-18 20-22 15 20-22 l/defl >999 >750 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 248 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-23,7-20,7-18,8-18,11-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except 2-0-0 oc purlins (4-8-10 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-23, 6-20, 7-18, 9-18, 11-15 REACTIONS.(lb/size)23=2281/0-3-8, 15=2271/0-3-8 Max Horz 23=-111(LC 7) Max Uplift 23=-158(LC 6), 15=-158(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/0, 3-4=-374/17, 4-6=-3109/369, 6-7=-2620/389, 7-8=-2242/382, 8-9=-2599/389, 9-11=-3092/369, 11-12=-374/17, 12-13=-324/0 BOT CHORD 2-23=0/297, 22-23=-167/2649, 20-22=-107/2615, 18-20=0/2258, 16-18=-107/2598, 15-16=-167/2635, 13-15=0/298 WEBS 3-23=-477/213, 4-23=-2921/405, 6-22=0/314, 6-20=-562/171, 7-20=-38/788, 8-18=-38/730, 9-18=-563/171, 9-16=0/313, 11-15=-2908/405, 12-15=-476/213 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) except (jt=lb) 23=158, 15=158. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T07 Truss Type Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429318 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-8dTvmna0y_DO4eUvbtNeWdq9fiZr?Q7_GqbkpPygdHK Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 152627 4x6 6x6 5x6 4x6 4x6 3x6 5x8 3x4 4x8 4x6 3x6 4x6 3x6 3x8 4x6 3x6 4x6 4x8 5x8 3x4 3x6 4x6 3x6 1-6-0 1-6-0 1-7-12 0-1-12 8-9-15 7-2-3 16-0-2 7-2-3 23-2-5 7-2-3 25-0-11 1-10-5 32-2-14 7-2-3 39-5-1 7-2-3 46-7-4 7-2-3 46-9-0 0-1-12 48-3-0 1-6-0 -1-4-8 1-4-8 1-7-12 1-7-12 8-9-15 7-2-3 16-0-2 7-2-3 23-2-5 7-2-3 25-0-11 1-10-5 32-2-14 7-2-3 39-5-1 7-2-3 46-7-4 7-2-3 48-3-0 1-7-12 49-7-8 1-4-8 0-7-1412-1-512-3-10-7-1412-1-56.00 12 Plate Offsets (X,Y)-- [16:0-2-8,0-2-0], [18:0-2-8,0-1-8], [22:0-2-8,0-1-8], [24:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.73 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.47 0.13 0.09 (loc) 20-22 20-22 15 20-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 267 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-21,21-23: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-20,7-20,7-19,8-19,9-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except 2-0-0 oc purlins (5-1-14 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-22, 6-20, 7-19, 9-19, 11-18 REACTIONS.(lb/size)25=2160/0-3-8, 15=2160/0-3-8 Max Horz 25=-122(LC 7) Max Uplift 25=-167(LC 6), 15=-167(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2937/333, 4-6=-2775/389, 6-7=-2243/402, 7-8=-1913/398, 8-9=-2244/403, 9-11=-2773/388, 11-12=-2938/333 BOT CHORD 22-24=-158/2525, 20-22=-88/2405, 19-20=0/1914, 18-19=-88/2402, 16-18=-158/2527 WEBS 3-25=-1964/403, 3-24=-276/2313, 6-22=0/388, 6-20=-774/174, 7-20=-79/694, 8-19=-91/726, 9-19=-774/176, 9-18=0/385, 12-16=-276/2316, 12-15=-1965/403 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) except (jt=lb) 25=167, 15=167. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T08 Truss Type COMMON Qty 2 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429319 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-cp1H_7afjILFin359aut3qMKz6uAkry8VULHMrygdHJ Scale = 1:91.8 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14232425262728 4x6 6x6 4x6 4x6 3x6 4x6 4x6 3x6 4x6 3x8 2x4 4x6 4x6 3x6 4x6 3x8 2x4 3x6 4x6 3x8 1-6-0 1-6-0 1-7-12 0-1-12 10-7-10 8-11-14 19-7-9 8-11-14 28-7-7 8-11-14 37-7-6 8-11-14 46-7-4 8-11-14 46-9-0 0-1-12 48-3-0 1-6-0 -1-4-8 1-4-8 1-7-12 1-7-12 8-6-0 6-10-4 16-0-0 7-6-0 24-1-8 8-1-8 32-3-0 8-1-8 39-9-0 7-6-0 46-7-4 6-10-4 48-3-0 1-7-12 49-7-8 1-4-8 0-7-1412-8-100-7-146.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-2-0], [10:0-2-8,0-2-0], [14:0-2-8,0-1-8], [22:0-2-8,0-1-8] 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 0.46 0.72 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.61 0.18 0.09 (loc) 19-21 19-21 14 19-21 l/defl >999 >877 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 243 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-17,10-14,7-19,4-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 8-17, 10-14, 7-19, 6-19, 4-22 REACTIONS.(lb/size)14=2323/0-3-8, 22=2323/0-3-8 Max Horz 22=127(LC 6) Max Uplift 14=-170(LC 7), 22=-170(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-310/0, 3-4=-402/34, 4-6=-3187/412, 6-7=-2791/456, 7-8=-2791/456, 8-10=-3187/412, 10-11=-402/35, 11-12=-310/0 BOT CHORD 2-22=0/291, 21-22=-177/2753, 19-21=-107/2632, 17-19=0/2036, 15-17=-107/2632, 14-15=-177/2753, 12-14=0/291 WEBS 7-17=-120/1069, 8-17=-634/240, 8-15=-22/309, 10-14=-2986/394, 11-14=-495/220, 7-19=-120/1069, 6-19=-634/240, 6-21=-21/309, 4-22=-2986/394, 3-22=-495/220 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) except (jt=lb) 14=170, 22=170. September 6,2019 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 B19902528 Truss T09 Truss Type COMMON Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429320 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-VbGopUe9mXrhBPMsOQypDgX0xjG5gevkQ6JVVdygdHF Scale = 1:92.3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13222324252627 4x6 6x6 4x6 4x6 3x6 4x6 4x6 3x6 4x6 3x8 2x4 4x6 4x6 3x6 4x6 3x8 2x4 3x6 4x6 3x8 1-6-0 1-6-0 1-7-12 0-1-12 10-7-10 8-11-14 19-7-9 8-11-14 28-7-7 8-11-14 37-7-6 8-11-14 46-7-4 8-11-14 46-9-0 0-1-12 48-3-0 1-6-0 1-7-12 1-7-12 8-6-0 6-10-4 16-0-0 7-6-0 24-1-8 8-1-8 32-3-0 8-1-8 39-9-0 7-6-0 46-7-4 6-10-4 48-3-0 1-7-12 49-7-8 1-4-8 0-7-1412-8-100-7-146.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [9:0-2-8,0-2-0], [13:0-2-8,0-1-8], [21:0-2-8,0-1-8] 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 0.46 0.72 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.61 0.18 0.09 (loc) 14-16 14-16 13 18-20 l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16,9-13,6-18,3-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 7-16, 9-13, 6-18, 5-18, 3-21 REACTIONS.(lb/size)13=2327/0-3-8, 21=2236/0-3-8 Max Horz 21=-134(LC 7) Max Uplift 13=-171(LC 7), 21=-125(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-379/0, 2-3=-574/106, 3-5=-3219/436, 5-6=-2804/465, 6-7=-2800/462, 7-9=-3194/418, 9-10=-403/35, 10-11=-310/0 BOT CHORD 1-21=0/415, 20-21=-205/2791, 18-20=-118/2648, 16-18=0/2044, 14-16=-112/2639, 13-14=-181/2760, 11-13=0/292 WEBS 6-16=-120/1069, 7-16=-634/240, 7-14=-22/308, 9-13=-2993/399, 10-13=-495/220, 6-18=-128/1079, 5-18=-645/248, 5-20=-34/332, 3-21=-2846/292, 2-21=-484/212 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) except (jt=lb) 13=171, 21=125. September 6,2019 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 B19902528 Truss T10 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429321 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-RzOYEAfQI85OQiWFWr?HI5cLZXvI8aB0tPobZVygdHD Scale = 1:92.0 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 4x6 4x6 6x10 4x6 4x6 6x10 3x4 3x6 3x8 4x6 2x4 4x10 8x8 4x6 3x6 4x6 4x8 5x8 3x4 4x6 8-0-4 8-0-4 15-10-0 7-9-12 22-7-8 6-9-8 30-1-7 7-5-15 37-7-5 7-5-15 45-1-4 7-5-15 45-3-0 0-1-12 46-9-0 1-6-0 8-0-4 8-0-4 15-10-0 7-9-12 22-7-8 6-9-8 30-1-7 7-5-15 37-7-5 7-5-15 45-1-4 7-5-15 46-9-0 1-7-12 48-1-8 1-4-8 0-10-1412-2-1012-8-100-7-140-6-06.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-3-12], [14:0-2-8,0-2-0], [16:0-2-8,0-1-8], [19:0-4-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.93 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.54 0.19 0.11 (loc) 16-17 19-20 13 19-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 245 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,6-17,7-17: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-5-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-19 WEBS 1 Row at midpt 3-19, 6-19, 7-17, 9-16 REACTIONS.(lb/size)1=1859/0-3-8, 13=2126/0-3-8 Max Horz 1=-145(LC 7) Max Uplift 1=-87(LC 6), 13=-172(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3282/414, 3-5=-2704/422, 5-6=-2694/561, 6-7=-2096/415, 7-9=-2683/404, 9-10=-2895/350 BOT CHORD 1-20=-224/2776, 19-20=-224/2776, 5-19=-493/231, 17-18=-16/304, 16-17=-94/2318, 14-16=-170/2486, 13-14=0/255, 11-13=0/255 WEBS 3-20=0/359, 3-19=-542/148, 17-19=0/1475, 6-19=-257/1113, 6-17=-57/752, 7-17=-857/190, 7-16=0/428, 9-16=-256/95, 10-14=-282/2254, 10-13=-1924/416 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 1 except (jt=lb) 13=172. September 6,2019 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 B19902528 Truss T11 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429322 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-NMWIfshgqlL6g0gedG1lNWij0Kf2cSFJKjHieOygdHB Scale = 1:97.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 20 19 18 17 16 27 28 21 29 6x6 8x8 4x6 6x16 4x6 4x8 4x6 3x6 3x4 3x4 3x6 2x4 4x8 4x6 8x16 3x8 4x6 3x6 4x6 3x6 4x6 2x4 4x6 5-6-11 5-6-11 8-6-11 3-0-0 18-10-0 10-3-5 23-9-0 4-11-0 25-7-8 1-10-8 28-2-4 2-6-12 32-5-10 4-3-6 32-7-8 0-1-14 40-3-7 7-7-15 48-1-4 7-9-13 48-3-0 0-1-12 49-9-0 1-6-0 -2-10-8 2-10-8 5-6-11 5-6-11 8-6-11 3-0-0 13-8-5 5-1-11 18-10-0 5-1-11 25-7-8 6-9-8 32-5-10 6-10-2 40-3-7 7-9-13 48-1-4 7-9-13 49-9-0 1-7-12 51-1-8 1-4-8 0-10-143-6-812-2-1012-8-100-7-140-6-04-0-86.00 12 Plate Offsets (X,Y)-- [2:0-4-12,Edge], [17:0-2-8,0-1-8], [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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.59 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.69 0.03 0.05 (loc) 23-24 23-24 21 23-24 l/defl >984 >416 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 272 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-25: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-23,9-20,10-20: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-0-7 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 Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-23 WEBS 1 Row at midpt 6-23, 9-23, 10-20, 10-19, 12-19 2 Rows at 1/3 pts 9-20 REACTIONS.All bearings 8-10-8 except (jt=length) 2=0-5-8, 16=0-3-8, 21=0-3-8. (lb) - Max Horz 2=133(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 19 except 2=-153(LC 6), 20=-154(LC 6), 16=-153(LC 7) Max Grav All reactions 250 lb or less at joint(s) 21 except 2=963(LC 10), 20=2272(LC 1), 19=821(LC 11), 19=687(LC 1), 16=671(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1149/123, 4-5=-1212/145, 5-6=-1372/216, 8-9=-96/270, 9-10=0/818, 10-12=0/598, 12-13=-374/184 BOT CHORD 2-26=-73/897, 24-26=-73/898, 23-24=-39/494, 8-23=-375/192, 21-22=-334/0, 20-21=-334/0, 19-20=-441/198 WEBS 4-24=-20/453, 5-24=-815/173, 6-24=-56/1061, 6-23=-731/176, 20-23=-328/293, 9-23=-241/1251, 9-20=-1804/178, 10-20=-361/136, 12-19=-639/143, 12-17=0/322, 13-16=-517/266 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 except (jt=lb) 2=153, 20=154, 16=153. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T12 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429323 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-rY4htChIb3UzHAFqBzY_wjEtVk_5LwjTZN0GAqygdHA Scale = 1:97.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 6x6 4x6 6x6 4x6 4x8 4x6 4x6 3x6 5x6 3x4 3x4 3x4 3x4 3x6 2x4 3x6 8x10 6x16 3x6 5x8 5x8 4x6 3x8 4x6 4x10 2x4 7-10-11 7-10-11 10-10-11 3-0-0 18-10-0 7-11-5 23-10-12 5-0-12 24-0-8 0-1-12 29-2-0 5-1-8 29-3-12 0-1-12 38-7-10 9-3-14 48-3-0 9-7-6 49-9-0 1-6-0 -2-10-8 2-10-8 7-10-11 7-10-11 10-10-11 3-0-0 18-10-0 7-11-5 24-0-8 5-2-8 25-7-8 1-7-0 29-2-0 3-6-8 35-11-2 6-9-2 42-8-5 6-9-2 49-9-0 7-0-11 51-1-8 1-4-8 0-10-144-8-812-2-1012-8-100-7-140-6-02-0-02-0-02-0-00-6-05-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-12,Edge], [14:0-0-0,0-0-2], [20:0-2-12,0-2-4], [21:0-2-12,0-2-12], [25:0-2-8,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.67 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.04 0.03 (loc) 18-19 18-19 22 25 l/defl >999 >532 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 293 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-20,9-21: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 4-4-1 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 Rigid ceiling directly applied or 4-8-7 oc bracing. Except: 1 Row at midpt 8-21, 10-20 WEBS 1 Row at midpt 5-24, 9-20, 18-20, 11-20, 9-21, 6-21 REACTIONS.All bearings 0-3-8 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=133(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 22 except 2=-154(LC 6), 19=-135(LC 7), 16=-146(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 2=958(LC 10), 19=1233(LC 11), 22=1502(LC 1), 16=774(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1076/141, 4-5=-858/184, 6-8=0/654, 8-9=0/609, 9-10=0/645, 10-11=0/715, 11-13=-408/120, 13-14=-311/286 BOT CHORD 2-27=-58/823, 25-27=-59/821, 24-25=-58/859, 6-24=-36/595, 21-22=-1455/124, 20-21=-480/301, 19-20=-1150/233, 10-20=-353/166, 16-18=-10/502, 14-16=-164/341 WEBS 5-24=-890/152, 11-20=-736/212, 11-18=-2/518, 13-18=-311/162, 13-16=-793/405, 9-21=-393/0, 6-21=-914/253 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 22 except (jt=lb) 2=154, 19=135, 16=146. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429324 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-oxBRIujY7gkhXUOCIOaS?8KFEYepppTl1hVMEjygdH8 Scale = 1:101.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 173031 5x6 8x8 6x16 6x6 4x6 4x8 4x6 3x6 5x6 3x4 5x6 3x4 3x6 4x6 2x4 3x8 6x16 3x6 6x16 4x6 5x8 4x6 3x8 4x6 4x10 2x4 5-2-9 5-2-9 10-2-11 5-0-1 18-10-0 8-7-5 23-10-12 5-0-12 24-0-8 0-1-12 26-11-15 2-11-7 29-2-0 2-2-1 29-3-12 0-1-12 38-7-10 9-3-14 48-3-0 9-7-6 49-9-0 1-6-0 -2-10-8 2-10-8 5-2-9 5-2-9 10-2-11 5-0-1 13-2-11 3-0-0 18-10-0 5-7-5 24-3-1 5-5-1 26-11-15 2-8-13 29-2-0 2-2-1 35-11-2 6-9-2 42-8-5 6-9-2 49-9-0 7-0-11 51-1-8 1-4-8 0-10-145-10-811-4-1112-0-70-7-140-6-02-0-02-0-02-0-00-6-011-10-116.00 12 Plate Offsets (X,Y)-- [2:0-4-12,Edge], [8:0-1-12,0-0-14], [9:0-0-0,0-2-3], [9:0-8-0,0-2-2], [15:0-0-0,0-0-2], [21:0-5-8,0-3-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.78 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.44 0.04 0.02 (loc) 26-27 26-27 24 27 l/defl >999 >650 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 300 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-10-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6, 9-10. BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. Except: 1 Row at midpt 8-23, 11-21 WEBS 1 Row at midpt 6-26, 9-23, 10-22, 19-21, 12-21, 10-23, 7-23 REACTIONS.All bearings 0-3-8 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=126(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 24 except 2=-150(LC 6), 20=-100(LC 7), 17=-149(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 2=986(LC 10), 20=982(LC 11), 24=1716(LC 1), 17=802(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1194/130, 4-5=-887/141, 5-6=-752/156, 7-8=0/740, 8-9=0/613, 9-10=0/602, 10-11=0/554, 11-12=0/670, 12-14=-460/125, 14-15=-310/281 BOT CHORD 2-29=-68/934, 27-29=-68/934, 26-27=-21/607, 7-26=-70/712, 23-24=-1682/167, 8-23=-347/48, 22-23=-506/306, 21-22=-526/294, 20-21=-899/185, 11-21=-445/107, 17-19=-14/543, 15-17=-160/341 WEBS 6-26=-753/155, 12-21=-734/212, 12-19=-1/506, 14-19=-304/161, 14-17=-838/411, 10-23=-314/0, 7-23=-970/234, 6-27=0/352 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 24 except (jt=lb) 2=150, 20=100, 17=149. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T14 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429325 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-kJJBiZlpfI_PmnYbQpdw4ZPVtLGGHis2U?_TJbygdH6 Scale = 1:105.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 33 4x6 5x6 8x8 10x16 4x6 8x8 4x6 4x6 3x8 MT18HS 3x4 3x4 3x4 5x6 5x8 3x6 3x8 4x6 2x4 4x8 8x10 10x10 12x12 6x16 4x6 6x16 4x6 3x8 2x4 4x6 6-4-9 6-4-9 12-6-11 6-2-1 15-6-11 3-0-0 18-10-0 3-3-5 21-11-1 3-1-1 24-0-8 2-1-7 29-2-0 5-1-8 38-7-10 9-5-10 48-1-4 9-5-10 48-3-0 0-1-12 49-9-0 1-6-0 -2-10-8 2-10-8 6-4-9 6-4-9 12-6-11 6-2-1 15-6-11 3-0-0 18-10-0 3-3-5 21-11-1 3-1-1 24-0-8 2-1-7 29-3-15 5-3-7 35-7-0 6-3-2 41-10-2 6-3-2 48-1-4 6-3-2 49-9-0 1-7-12 51-1-8 1-4-8 0-10-147-0-810-2-1110-10-70-7-140-6-02-0-02-0-02-0-00-6-010-8-116.00 12 Plate Offsets (X,Y)-- [2:0-0-15,Edge], [9:0-8-0,0-2-2], [11:0-4-7,Edge], [18:0-2-8,0-1-8], [24:Edge,0-2-8], [27:0-3-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.77 0.98 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.91 0.46 0.17 (loc) 22-23 20-21 18 23 l/defl >999 >635 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 293 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-24,11-21: 2x3 SPF No.2, 22-23,27-29,16-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-25: 2x4 SPF 2100F 1.8E, 23-25,14-18: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-6-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except 2-0-0 oc purlins (4-0-3 max.): 6-7, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 26-27,23-24. 1 Row at midpt 8-27 WEBS 1 Row at midpt 7-28, 7-27, 9-25, 10-22, 12-22, 14-18 REACTIONS.(lb/size)2=2219/0-5-8, 18=2233/0-3-8 Max Horz 2=115(LC 6) Max Uplift 2=-181(LC 6), 18=-156(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-3564/370, 5-6=-3271/399, 6-7=-2883/394, 7-8=-3190/448, 8-9=-3094/500, 9-10=-3061/430, 10-11=-2818/414, 11-12=-3210/425, 12-14=-3005/387, 14-15=-363/21, 15-16=-305/0 BOT CHORD 2-30=-186/2993, 28-30=-186/2993, 27-28=-169/3221, 25-26=-46/266, 10-23=0/357, 22-23=-53/3078, 11-22=-68/1012, 18-20=-182/2561, 16-18=0/287 WEBS 6-28=-56/1012, 7-28=-806/107, 7-27=-914/170, 25-27=0/2172, 9-27=-187/1354, 9-25=-2768/63, 23-25=-47/3508, 9-23=-56/2587, 10-22=-629/53, 20-22=-159/2825, 12-20=-503/81, 14-18=-2811/419, 15-18=-442/207 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) except (jt=lb) 2=181, 18=156. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T15 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429326 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-giRy7Fm3BvE7?5i_XEfO9_Uq_9z_lcrLxJTaOUygdH4 Scale = 1:94.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 30 31 32 8x8 8x10 6x8 10x10 4x6 6x16 4x8 3x8 MT18HS 3x4 3x4 5x6 3x4 3x6 3x6 4x6 5x6 6x16 10x16 6x16 4x6 3x6 4x8 4x6 6x16 2x4 5x8 3x8 5-3-12 5-3-12 10-5-0 5-1-4 13-5-0 3-0-0 18-10-0 5-5-0 19-7-1 0-9-1 24-0-8 4-5-7 29-2-0 5-1-8 31-7-15 2-5-15 39-10-9 8-2-11 48-3-0 8-4-7 49-9-0 1-6-0 -2-10-8 2-10-8 5-3-12 5-3-12 10-5-0 5-1-4 13-5-0 3-0-0 18-10-0 5-5-0 19-7-1 0-9-1 24-0-8 4-5-7 29-2-0 5-1-8 31-7-15 2-5-15 37-7-2 5-11-3 43-6-4 5-11-3 49-9-0 6-2-12 0-10-145-11-109-0-119-8-70-7-140-6-02-0-02-0-02-0-00-6-09-6-116.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-12], [10:0-5-0,0-3-10], [14:0-0-4,0-0-10], [21:0-7-0,Edge], [23:0-2-0,0-0-0], [26:0-2-8,0-2-8], [27:0-2-8,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.96 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.81 0.41 0.17 (loc) 20-21 20-21 15 20-21 l/defl >999 >716 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 276 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-23,8-22,9-19: 2x3 SPF No.2 20-21,17-19,14-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 18-20,10-18: 2x4 SPF No.2, 13-15: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-11-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except 2-0-0 oc purlins (3-7-10 max.): 5-6, 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,19-20. 1 Row at midpt 7-25 10-0-0 oc bracing: 23-25 WEBS 1 Row at midpt 6-25, 9-21, 10-18, 11-18, 13-15 REACTIONS.(lb/size)2=2187/0-5-8, 15=2197/0-3-8 Max Horz 2=112(LC 6) Max Uplift 2=-166(LC 6), 15=-92(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3464/341, 4-5=-3287/387, 5-6=-3489/434, 6-7=-3143/421, 7-8=-3493/451, 8-9=-3496/449, 9-10=-3472/444, 10-11=-2895/409, 11-13=-3250/390, 13-14=-405/0 BOT CHORD 2-29=-191/2884, 27-29=-191/2884, 26-27=-170/2933, 25-26=-221/3472, 7-25=-252/82, 8-21=-365/100, 20-21=-131/3486, 9-20=-385/129, 16-18=-184/2801, 15-16=-256/2696, 14-15=0/323 WEBS 5-26=-114/1157, 6-26=-929/165, 6-25=-974/165, 18-20=-103/3390, 10-20=-140/2849, 10-18=-1691/36, 11-18=-438/147, 13-16=0/282, 13-15=-3100/505, 21-25=-102/2895, 7-21=-70/1420 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 15 except (jt=lb) 2=166. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T16 Truss Type Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429327 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-8u?KLbnhxDM_dFHA5xAdiC111ZT4UHtVAzD7wwygdH3 Scale = 1:33.7 1 2 3 4 5 6 9 8 7 4x8 5x6 3x6 3x4 3x4 3x4 2x4 3x8 1-6-0 1-6-0 1-7-12 0-1-12 7-7-11 5-11-15 7-9-8 0-1-13 7-11-5 0-1-13 14-1-0 6-1-11 -1-4-8 1-4-8 1-7-12 1-7-12 7-7-11 5-11-15 7-9-8 0-1-13 7-11-5 0-1-13 14-1-0 6-1-11 0-9-65-1-31-7-147.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.26 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.00 0.00 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=467/0-3-8, 9=730/0-3-8 Max Horz 9=139(LC 5) Max Uplift 7=-18(LC 7), 9=-111(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-456/56, 5-6=-449/51, 6-7=-411/54 WEBS 4-9=-627/209, 4-8=-26/352 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 7 except (jt=lb) 9=111. September 6,2019 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 B19902528 Truss T17 Truss Type Common Qty 2 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429328 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-c5ZiYxoJiWUrFPsMffhsFPaCnzpJDk7ePdyhSMygdH2 Scale = 1:33.5 1 2 3 4 5 6 9 8 7 4x6 5x6 3x6 3x4 3x4 3x4 2x4 3x8 1-6-0 1-6-0 1-7-12 0-1-12 7-9-8 6-1-12 14-1-0 6-3-8 -1-4-8 1-4-8 1-7-12 1-7-12 7-9-8 6-1-12 14-1-0 6-3-8 0-9-65-3-151-7-147.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.26 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.00 0.00 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=467/0-3-8, 9=730/0-3-8 Max Horz 9=118(LC 5) Max Uplift 7=-20(LC 7), 9=-109(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-456/55, 5-6=-449/47, 6-7=-411/57 WEBS 4-9=-627/207, 4-8=-24/352 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 7 except (jt=lb) 9=109. September 6,2019 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 B19902528 Truss T18 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429329 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-4H74mHoxTqchsYRZDMD5nd6OqM9yy4nneHiE_pygdH1 Scale: 3/8"=1' 1 2 3 4 5 6 9 8 7 5x8 2x4 3x4 3x6 3x4 3x4 2x4 3x4 1-6-0 1-6-0 1-7-12 0-1-12 7-11-2 6-3-6 13-9-8 5-10-6 -1-4-8 1-4-8 1-7-12 1-7-12 7-11-2 6-3-6 13-9-8 5-10-6 0-9-65-3-35-4-145-3-37.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.56 0.30 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.00 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-11 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 Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=457/Mechanical, 9=721/0-3-8 Max Horz 9=169(LC 6) Max Uplift 7=-47(LC 7), 9=-90(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-442/19 BOT CHORD 7-8=-51/294 WEBS 4-9=-617/189, 4-8=-31/331, 5-7=-377/65 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 7, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T19 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429330 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-1gErAyqC?RsP6saxKnFZs2Bp7AnfQ_z45bBL3hygdH? Scale = 1:37.5 1 2 3 4 5 6 7 10 9 8 5x8 2x4 3x4 3x6 3x4 2x4 3x4 3x4 3x4 1-6-0 1-6-0 1-7-12 0-1-12 9-7-11 7-11-15 13-9-8 4-1-13 -1-4-8 1-4-8 1-7-12 1-7-12 5-7-12 4-0-0 9-7-11 4-0-0 13-9-8 4-1-13 0-9-66-3-36-4-146-3-37.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.25 0.48 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.19 0.01 0.01 (loc) 9-10 9-10 8 9 l/defl >999 >780 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-11 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.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=457/Mechanical, 10=721/0-3-8 Max Horz 10=199(LC 6) Max Uplift 8=-47(LC 7), 10=-82(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-320/18 BOT CHORD 9-10=-101/293 WEBS 5-10=-523/101, 6-9=0/291, 6-8=-388/64 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 8, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T20 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429331 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-VsoDOIrqml_Gj097uVmoPFkx8a9b9NUEKFwub8ygdH_ Scale = 1:42.5 1 2 3 4 5 8 7 6 5x8 2x4 3x4 3x6 3x4 2x4 3x4 6-3-1 6-3-1 12-0-13 5-9-11 14-9-8 2-8-11 -0-8-0 0-8-0 6-3-1 6-3-1 12-0-13 5-9-11 14-9-8 2-8-11 0-4-77-3-37-4-147-3-37.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-1-8], [4:0-4-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.43 0.37 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.12 0.02 0.03 (loc) 2-8 2-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=580/0-3-8, 2=632/0-3-8 Max Horz 2=230(LC 6) Max Uplift 6=-79(LC 6), 2=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-826/0, 3-4=-325/8 BOT CHORD 2-8=-135/637, 7-8=-135/637 WEBS 3-8=0/271, 3-7=-527/123, 4-7=-9/390, 4-6=-539/96 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T21 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429332 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-RFwzp_s4IME_zKJW?voGUgpFVNpodE3WnZP?f0ygdGy Scale = 1:50.0 1 2 3 4 5 6 9 8 7 3x6 5x8 2x4 3x4 3x6 3x4 2x4 3x4 7-1-6 7-1-6 13-9-6 6-8-0 14-9-8 1-0-2 -0-8-0 0-8-0 7-1-6 7-1-6 13-9-6 6-8-0 14-9-8 1-0-2 0-4-78-3-38-4-148-3-37.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-8], [5:0-4-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.56 0.45 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.19 0.02 0.04 (loc) 2-9 2-9 7 2-9 l/defl >999 >941 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size)7=580/0-3-8, 2=632/0-3-8 Max Horz 2=261(LC 6) Max Uplift 7=-108(LC 6), 2=-8(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-791/0 BOT CHORD 2-9=-134/599, 8-9=-134/599 WEBS 3-9=0/314, 3-8=-618/143, 5-8=0/446, 5-7=-636/117 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 7=108. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T22 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429333 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-oCjssiwD7vtH35CUoTORBkX3LORkIbOGxq7mKEygdGt Scale = 1:45.8 1 2 3 4 5 10 9 8 7 6 11 12 3x6 4x6 5x6 5x8 3x4 3x6 3x8 3x4 3x4 3x6 7-10-4 7-10-4 15-6-0 7-7-12 22-11-8 7-5-8 5-10-0 5-10-0 11-5-8 5-7-8 15-6-0 4-0-8 22-11-8 7-5-8 1-0-146-9-107-3-101-6-100-6-06.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-12], [8:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.75 0.79 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.38 0.04 0.04 (loc) 8-9 8-9 6 8-9 l/defl >999 >713 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 5-6,1-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 6-7. WEBS 1 Row at midpt 2-10 REACTIONS.(lb/size)6=969/Mechanical, 10=968/0-3-8 Max Horz 10=-55(LC 4) Max Uplift 6=-43(LC 7), 10=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/78, 2-3=-1322/233, 3-4=-1387/300, 4-5=-1412/198, 5-6=-910/160 BOT CHORD 9-10=-126/1205, 8-9=-25/871, 4-8=-396/197 WEBS 3-9=-41/507, 3-8=-127/604, 2-10=-1232/135, 5-8=-76/1039 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever 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) 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) 6, 10. September 6,2019 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 B19902528 Truss T23 Truss Type Common Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429334 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-kbrdHNyTeW7_JOLswuQvG9cUZC8UmUIYO8ctO6ygdGr Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 101516 3x4 4x6 3x4 3x6 3x4 3x4 2x4 3x4 3x6 3x4 3x4 3x4 3x6 1-10-0 1-10-0 1-11-12 0-1-12 9-6-3 7-6-7 17-0-13 7-6-10 24-9-8 7-8-11 -1-4-8 1-4-8 1-11-12 1-11-12 7-7-10 5-7-14 13-3-8 5-7-14 18-11-6 5-7-14 24-9-8 5-10-2 0-7-147-3-101-6-106.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-0-11], [6:0-2-8,0-1-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.70 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.29 0.04 0.03 (loc) 11-13 11-13 10 11-13 l/defl >999 >929 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-10: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-14. WEBS 1 Row at midpt 6-14, 8-10 REACTIONS.(lb/size)14=1231/0-3-8, 10=957/Mechanical Max Horz 14=109(LC 6) Max Uplift 14=-137(LC 6), 10=-42(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-1155/200, 7-8=-1192/218 BOT CHORD 13-14=-69/993, 11-13=-8/797, 10-11=-99/1049 WEBS 4-14=-298/167, 6-14=-1371/256, 7-13=-27/383, 7-11=-51/446, 8-10=-1184/115 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 14=137. September 6,2019 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 B19902528 Truss T24 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429335 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-8AXlvP_LxRVZAs4Rb0_cunEykP54zon?46qX?RygdGo Scale = 1:48.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x4 4x6 3x8 3x6 3x4 2x4 3x4 3x6 3x8 2x4 3x6 3x6 3x4 5x8 3x6 3x8 5x12 1-10-0 1-10-0 1-11-12 0-1-12 4-0-0 2-0-4 13-3-8 9-3-8 20-4-8 7-1-0 24-9-8 4-5-0 -1-4-8 1-4-8 1-11-12 1-11-12 4-0-0 2-0-4 8-7-12 4-7-12 13-3-8 4-7-12 20-4-8 7-1-0 24-9-8 4-5-0 0-7-147-3-101-6-101-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-11,0-0-3], [16:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.97 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.53 0.10 0.04 (loc) 14-16 14-16 11 13-14 l/defl >999 >510 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-17,9-12: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 10-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)11=890/Mechanical, 18=1164/0-3-8 Max Horz 18=109(LC 6) Max Uplift 11=-42(LC 7), 18=-137(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-196/294, 4-5=-1103/9, 5-7=-1240/77, 7-8=-1038/175, 8-9=-1080/164, 9-10=-1496/203, 10-11=-840/124 BOT CHORD 14-16=-87/1096, 13-14=-166/1367 WEBS 4-18=-958/157, 16-18=-255/190, 4-16=-137/1204, 7-14=-311/125, 8-14=-14/570, 9-14=-547/183, 10-13=-147/1265 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 11 except (jt=lb) 18=137. September 6,2019 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 B19902528 Truss T25 Truss Type Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429336 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-5YeWK50cT2lHPAEqiR04zCJKlDriRkRIYQJe4KygdGm Scale = 1:45.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 5x12 4x6 3x8 3x6 3x4 2x4 3x4 3x6 3x12 2x4 3x6 3x6 3x4 5x8 3x6 3x4 4x8 5x12 1-10-0 1-10-0 1-11-12 0-1-12 4-0-0 2-0-4 12-7-12 8-7-12 13-11-4 1-3-8 20-4-8 6-5-4 25-1-0 4-8-8 -1-4-8 1-4-8 1-11-12 1-11-12 4-0-0 2-0-4 8-3-14 4-3-14 12-7-12 4-3-14 13-11-4 1-3-8 20-4-8 6-5-4 25-1-0 4-8-8 0-7-146-10-06-11-121-4-141-0-06-10-06.00 12 Plate Offsets (X,Y)-- [2:0-3-11,0-0-3], [7:0-6-0,0-0-15], [17:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.76 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.42 0.10 0.04 (loc) 16-17 16-17 11 13-14 l/defl >999 >654 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-18,9-12: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 10-11: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-8 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)11=902/0-3-8, 19=1176/0-3-8 Max Horz 19=95(LC 5) Max Uplift 11=-41(LC 7), 19=-136(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-194/293, 4-5=-1112/0, 5-6=-1227/42, 6-7=-1103/169, 7-8=-939/191, 8-9=-1144/173, 9-10=-1605/201, 10-11=-855/124 BOT CHORD 16-17=-44/1134, 14-16=0/927, 13-14=-120/1445 WEBS 4-19=-969/144, 17-19=-257/220, 4-17=-110/1208, 6-16=-270/113, 7-16=0/371, 8-14=0/254, 9-14=-549/154, 10-13=-120/1326 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 11 except (jt=lb) 19=136. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T26 Truss Type Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429337 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-1xmGln1s?g??eTOCqs2Y3dPgM1aKvhja?kok8CygdGk Scale = 1:48.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 5x8 4x6 3x6 3x4 3x6 3x4 2x4 3x8 3x4 3x6 2x4 3x8 3x4 5x12 3x4 3x8 3x4 5x12 3x6 1-10-0 1-10-0 1-11-12 0-1-12 4-0-0 2-0-4 10-3-12 6-3-12 16-3-4 5-11-8 20-4-8 4-1-4 24-11-4 4-6-12 25-1-0 0-1-12 26-7-0 1-6-0 -1-4-8 1-4-8 1-11-12 1-11-12 4-0-0 2-0-4 10-3-12 6-3-12 16-3-4 5-11-8 20-4-8 4-1-4 24-11-4 4-6-12 26-7-0 1-7-12 0-7-145-8-05-9-120-7-141-0-05-8-06.00 12 Plate Offsets (X,Y)-- [2:0-3-11,0-0-3], [6:0-4-0,0-1-15], [11:0-3-11,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.56 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.18 0.11 0.03 (loc) 17-18 17-18 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-19,8-13: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-6, Right 2x4 SPF-S Stud 1-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except 2-0-0 oc purlins (5-1-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-20,18-19. REACTIONS.(lb/size)20=1171/0-3-8, 12=1038/0-3-8 Max Horz 20=66(LC 6) Max Uplift 20=-126(LC 6), 12=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-197/302, 4-5=-1245/0, 5-6=-1295/135, 6-7=-1099/171, 7-8=-1281/163, 8-9=-1538/163 BOT CHORD 17-18=-13/1264, 15-17=0/1078, 14-15=-57/1336 WEBS 4-20=-913/113, 18-20=-332/237, 4-18=-127/1349, 6-17=0/282, 7-15=0/305, 8-15=-271/84, 9-14=-101/1265, 9-12=-925/185 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 12 except (jt=lb) 20=126. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T27 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429338 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-zKu0AS36XHFjunXbxH5082U0WqE9NSmtT2HrD5ygdGi Scale = 1:56.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 6x6 4x8 4x6 2x4 3x4 5x8 4x6 4x6 3x4 4x8 3x4 3x6 2x4 3x4 4x8 3x6 5x8 5x12 7-8-5 7-8-5 10-8-5 3-0-0 16-10-7 6-2-1 18-10-0 1-11-9 24-0-8 5-2-8 26-3-8 2-3-0 -2-10-8 2-10-8 7-8-5 7-8-5 10-8-5 3-0-0 16-10-7 6-2-1 18-10-0 1-11-9 24-0-8 5-2-8 26-3-8 2-3-0 0-10-144-7-57-8-68-4-16-2-61-6-02-0-00-6-08-2-66.00 12 Plate Offsets (X,Y)-- [2:0-4-12,Edge], [5:0-4-0,0-1-15], [14:0-5-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.43 0.60 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.26 0.05 0.04 (loc) 2-18 2-18 10 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-13,8-12: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 4-2-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-4 max.): 4-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS.(lb/size)10=1038/Mechanical, 2=1229/0-5-8 Max Horz 2=269(LC 6) Max Uplift 10=-60(LC 7), 2=-137(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1623/91, 4-5=-1514/138, 5-6=-1042/107, 6-7=-858/134, 7-8=-382/56 BOT CHORD 2-18=-226/1298, 16-18=-228/1295, 15-16=-240/1507, 14-15=-117/756, 8-11=-54/706, 10-11=-55/377 WEBS 4-18=0/251, 4-16=-24/374, 5-15=-799/134, 6-15=0/254, 7-15=-64/356, 11-14=-123/758, 8-10=-1037/151, 7-11=-585/92 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 10 except (jt=lb) 2=137. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T28 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429339 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-RWSPNo3kIbOaVx6nV_cFgG06CEZ?62D1hi1PlXygdGh Scale = 1:51.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 5x12 4x8 4x6 3x4 5x12 4x6 3x4 3x6 3x6 2x4 3x6 3x8 5x12 4x6 5-4-5 5-4-5 8-4-5 3-0-0 14-6-7 6-2-1 18-10-0 4-3-9 26-3-8 7-5-8 -2-10-8 2-10-8 5-4-5 5-4-5 8-4-5 3-0-0 14-6-7 6-2-1 18-10-0 4-3-9 26-3-8 7-5-8 0-10-143-5-56-6-67-2-17-0-60-6-06.00 12 Plate Offsets (X,Y)-- [2:0-4-12,Edge], [4:0-6-0,0-2-4], [5:0-4-0,0-1-15], [11:0-6-0,0-3-4], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.76 0.69 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.31 0.06 0.06 (loc) 9-10 9-10 9 12-13 l/defl >999 >998 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-3 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-12 REACTIONS.(lb/size)9=1038/Mechanical, 2=1229/0-5-8 Max Horz 2=240(LC 6) Max Uplift 9=-67(LC 7), 2=-138(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1584/107, 4-5=-1832/157, 5-6=-1303/130, 6-7=-1088/154, 7-8=-934/130, 8-9=-964/169 BOT CHORD 2-15=-218/1337, 13-15=-217/1337, 12-13=-265/1845, 11-12=-128/928, 7-11=-645/169 WEBS 4-13=-66/730, 5-13=-430/105, 5-12=-853/128, 6-12=0/329, 7-12=-49/271, 8-11=-169/1207 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) 9 except (jt=lb) 2=138. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T29 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429340 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-RWSPNo3kIbOaVx6nV_cFgG0DNEiX67r1hi1PlXygdGh Scale: 1/2"=1' 1 2 3 4 5 8 7 6 6x6 5x6 2x4 3x12 2x4 3x4 3x4 1-6-0 1-6-0 4-2-9 2-8-9 7-8-0 3-5-7 -1-4-8 1-4-8 2-2-9 2-2-9 4-2-9 2-0-0 7-8-0 3-5-7 0-9-61-11-34-1-13-9-90-3-84-1-11-11-37.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-8,0-4-14], [2:0-0-4,0-0-7], [4:0-2-14,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.08 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud WEDGE Left: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=645/0-3-8, 6=140/0-1-8 Max Horz 8=132(LC 6) Max Uplift 8=-100(LC 6), 6=-29(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-239/546 BOT CHORD 2-8=-449/245 WEBS 3-8=-634/196, 3-7=-25/328 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=100. 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) 100 lb down and 25 lb up at -1-4-8 on top 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: 1-3=-60, 3-4=-60, 4-5=-60, 2-6=-20 Continued on page 2 September 6,2019 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 B19902528 Truss T29 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429340 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:42 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-RWSPNo3kIbOaVx6nV_cFgG0DNEiX67r1hi1PlXygdGh LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-100(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 B19902528 Truss T30 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429341 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-vi?na84N3uWR75hz3h7UDTZMze0drZnAwMmyHzygdGg Scale = 1:23.2 1 2 3 4 5 9 8 7 6 4x10 5x6 2x4 3x8 2x4 3x4 3x4 1-6-0 1-6-0 5-11-2 4-5-2 7-8-0 1-8-14 -1-4-8 1-4-8 3-11-2 3-11-2 5-11-2 2-0-0 7-8-0 1-8-14 0-9-62-11-34-1-13-9-90-3-84-1-12-11-37.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-2], [4:0-2-14,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.22 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 -0.01 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6,2-9: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=485/0-3-8, 6=196/0-1-8 Max Horz 8=144(LC 6) Max Uplift 8=-86(LC 6), 6=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-123/267 WEBS 3-8=-397/114 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T31 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429342 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-NvZ9oU5?qCeIlEGAdPejmh6Z42ORa12J90WVqQygdGf Scale = 1:25.4 1 2 3 4 5 9 8 7 6 4x10 2x4 3x8 3x4 2x4 3x4 3x4 1-6-0 1-6-0 1-7-12 0-1-12 5-7-11 3-11-15 7-8-0 2-0-5 -1-4-8 1-4-8 1-7-12 1-7-12 5-7-11 3-11-15 7-8-0 2-0-5 0-9-63-11-34-0-143-7-110-3-83-11-37.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-2] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.12 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.00 -0.00 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6,2-9: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=497/0-3-8, 6=185/0-1-8 Max Horz 8=143(LC 6) Max Uplift 8=-88(LC 6), 6=-29(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-403/135 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T32 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429343 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-s57X?q6dbWm8MOrMA69yIuehPRhxJUKTOgF3MsygdGe Scale = 1:30.1 1 2 3 4 7 6 5 4x6 3x8 3x4 2x4 4x6 1-6-0 1-6-0 1-7-12 0-1-12 7-8-0 6-0-4 -1-4-8 1-4-8 1-7-12 1-7-12 7-4-5 5-8-9 7-8-0 0-3-11 0-9-64-11-34-7-110-3-84-11-37.00 12 Plate Offsets (X,Y)-- [4:0-2-4,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.29 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 -0.00 -0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6,3-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=497/0-3-8, 5=185/0-1-8 Max Horz 6=180(LC 6) Max Uplift 6=-64(LC 6), 5=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-390/158 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. September 6,2019 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 B19902528 Truss T33 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429344 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-s57X?q6dbWm8MOrMA69yIuecnRfGJSiTOgF3MsygdGe Scale = 1:25.5 1 2 3 4 7 6 5 5x6 2x4 4x8 2x4 4x6 1-6-0 1-6-0 1-7-12 0-1-12 7-8-0 6-0-4 -1-4-8 1-4-8 6-0-0 6-0-0 7-8-0 1-8-0 0-9-64-1-114-3-63-10-30-3-84-1-117.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [3:0-3-2,Edge], [7:0-0-0,0-1-12] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.40 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.00 -0.02 (loc) 5-6 5-6 5 5-6 l/defl >999 >877 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6,3-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)6=483/0-3-8, 5=198/0-1-8 Max Horz 6=149(LC 6) Max Uplift 6=-80(LC 6), 5=-29(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-280/98 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T34 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429345 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-KHhvDA7FLpu?_YQYkqgBr6BsIr2t2wNccK?cuIygdGd Scale = 1:23.2 1 2 3 4 5 9 8 7 6 5x6 2x4 3x8 2x4 5x8 3x4 3x4 1-6-0 1-6-0 4-3-7 2-9-7 7-8-0 3-4-9 -1-4-8 1-4-8 4-3-7 4-3-7 6-3-7 2-0-0 7-8-0 1-4-9 0-9-63-1-114-1-13-9-90-3-84-1-13-1-117.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-11], [4:0-2-14,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.49 0.25 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 -0.00 (loc) 6-7 6-7 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6,2-9: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=485/0-3-8, 6=196/0-1-8 Max Horz 8=144(LC 6) Max Uplift 8=-86(LC 6), 6=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-102/270 WEBS 3-8=-395/63 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T35 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429346 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-oTFIQW7t670sci?lIXCQNJk4TFOvnOemr_lAQlygdGc Scale = 1:23.7 1 2 3 4 5 9 8 7 6 4x10 5x6 2x4 3x8 2x4 3x4 3x4 1-6-0 1-6-0 4-6-14 3-0-14 7-8-0 3-1-2 -1-4-8 1-4-8 2-6-14 2-6-14 4-6-14 2-0-0 7-8-0 3-1-2 0-9-62-1-114-1-13-9-90-3-84-1-12-1-117.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-2], [4:0-2-14,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.13 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 -0.00 (loc) 6-7 6-7 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6,2-9: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=490/0-3-8, 6=191/0-1-8 Max Horz 8=144(LC 6) Max Uplift 8=-87(LC 6), 6=-35(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-121/254 WEBS 3-8=-409/109 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T36 Truss Type COMMON Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429347 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-Ggpger8VtR8jDsaxsFjfwXGARfjGWrTv4eUjzBygdGb Scale = 1:34.9 1 2 3 4 5 6 7 8 9 12 11 10 4x6 3x6 3x4 3x6 3x4 3x8 3x4 2x4 3x4 2x4 1-6-0 1-6-0 1-7-12 0-1-12 7-9-8 6-1-12 13-11-4 6-1-12 14-1-0 0-1-12 15-7-0 1-6-0 -1-4-8 1-4-8 1-7-12 1-7-12 7-9-8 6-1-12 13-11-4 6-1-12 15-7-0 1-7-12 16-11-8 1-4-8 0-9-65-2-140-9-67.00 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 0.58 0.25 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.00 0.00 (loc) 10-11 10-11 10 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-11, Right 2x4 SPF-S Stud 1-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)10=706/0-3-8, 12=706/0-3-8 Max Horz 12=118(LC 5) Max Uplift 10=-110(LC 7), 12=-110(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-418/43, 5-6=-418/43 WEBS 6-11=-25/312, 6-10=-600/193, 4-11=-23/312, 4-12=-600/193 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) except (jt=lb) 10=110, 12=110. September 6,2019 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 B19902528 Truss T37 Truss Type Common Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429348 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-ksN2rB97ekGar097PyEuSkpMk22PFIy3IIEGVdygdGa Scale = 1:33.6 1 2 3 4 5 6 7 10 9 8 3x6 3x4 4x6 3x6 3x4 3x8 3x4 2x4 3x4 2x4 1-6-0 1-6-0 1-7-12 0-1-12 7-9-8 6-1-12 13-11-4 6-1-12 14-1-0 0-1-12 15-7-0 1-6-0 1-7-12 1-7-12 7-9-8 6-1-12 13-11-4 6-1-12 15-7-0 1-7-12 0-9-65-3-150-9-67.00 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 0.55 0.26 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.00 0.00 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-11, Right 2x4 SPF-S Stud 1-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=623/0-3-8, 10=623/0-3-8 Max Horz 10=-116(LC 4) Max Uplift 8=-60(LC 7), 10=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-463/58, 4-5=-463/58 WEBS 5-8=-518/147, 3-10=-518/147 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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, 10. September 6,2019 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 B19902528 Truss T38 Truss Type Hip Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429349 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-ksN2rB97ekGar097PyEuSkpKJ2zjFGs3IIEGVdygdGa Scale = 1:46.9 1 2 3 4 5 6 11 10 9 8 7 6x6 8x8 3x6 3x6 3x4 3x8 5x6 3x6 5x6 8-11-8 8-11-8 13-7-8 4-8-0 22-7-0 8-11-8 -2-10-8 2-10-8 8-11-8 8-11-8 13-7-8 4-8-0 22-7-0 8-11-8 25-5-8 2-10-8 2-0-06-4-06-5-122-0-06-4-06.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [4:0-4-8,Edge], [5:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.62 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.01 0.01 (loc) 10-11 10-11 7 8-10 l/defl >999 >622 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=1073/0-3-8, 7=1073/0-3-8 Max Horz 11=81(LC 6) Max Uplift 11=-129(LC 6), 7=-129(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/140, 3-4=-772/170, 4-5=-995/139, 2-11=-988/284, 5-7=-988/284 BOT CHORD 8-10=0/772 WEBS 2-10=0/665, 5-8=0/665 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=129, 7=129. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss T39 Truss Type COMMON Qty 6 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429350 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-C2xQ3XAmP2ORT9jKzgl7?yMZPSJW_XHCXyzq13ygdGZ Scale = 1:49.5 1 2 3 4 5 6 7 8 9 14 13 12 11 101516 4x6 5x6 4x6 3x6 3x4 3x4 3x4 3x4 3x4 3x6 3x6 3x4 7-7-3 7-7-3 14-11-13 7-4-11 22-7-0 7-7-3 -2-10-8 2-10-8 4-10-0 4-10-0 11-3-8 6-5-8 17-9-0 6-5-8 22-7-0 4-10-0 25-5-8 2-10-8 2-0-07-7-122-0-06.00 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-S 0.36 0.59 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.23 0.04 0.02 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=1140/0-3-8, 10=1140/0-3-8 Max Horz 14=-92(LC 4) Max Uplift 14=-138(LC 6), 10=-138(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1046/184, 5-7=-1046/184, 2-14=-356/255, 8-10=-356/255 BOT CHORD 13-14=-22/852, 11-13=0/743, 10-11=0/852 WEBS 5-11=-9/300, 5-13=-9/300, 3-14=-1112/40, 7-10=-1112/40 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end 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) except (jt=lb) 14=138, 10=138. September 6,2019 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 B19902528 Truss T40 Truss Type Half Hip Qty 2 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429351 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-gFUoGtAOAMWI4JIWXNGMY9ujksi6jCvLmcjNZWygdGY Scale = 1:18.6 1 2 3 4 6 5 7 5x6 2x4 4x6 3x8 2x4 3x4 0-8-8 0-8-8 5-6-9 4-10-1 7-6-8 1-11-15 -1-10-8 1-10-8 5-6-9 5-6-9 7-6-8 1-11-15 0-6-142-3-82-5-12-0-00-3-82-3-84.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-13], [2:0-2-3,0-10-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.44 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=249/1-0-0, 7=202/0-3-8, 5=247/0-1-8 Max Horz 2=77(LC 6) Max Uplift 2=-130(LC 4), 7=-73(LC 7), 5=-80(LC 4) Max Grav 2=249(LC 1), 7=285(LC 2), 5=247(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/143 WEBS 3-5=-275/226 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5 except (jt=lb) 2=130. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 6,2019 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 B19902528 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429352 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-8R2BTDB0xfe9iTti54nb4NRsnGvmSVsV?GSw6yygdGX Scale = 1:79.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 112021222324252627282930313233346x16 5x6 5x6 6x8 4x8 5x8 2x4 4x8 2x4 4x8 4x6 2x4 4x8 6x6 4x8 4x8 4x8 6x8 5x8 5x8 7-8-5 7-8-5 15-4-8 7-8-3 23-2-8 7-9-15 30-10-11 7-8-3 33-2-11 2-4-0 38-11-9 5-8-15 45-0-0 6-0-7 7-8-5 7-8-5 15-4-8 7-8-3 23-2-8 7-9-15 30-10-11 7-8-3 33-2-11 2-4-0 38-11-9 5-8-15 45-0-0 6-0-7 1-4-145-1-53-11-55-3-13-11-55-1-56.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-3-4], [9:0-3-8,0-2-0], [12:0-3-8,0-3-0], [13:0-3-8,0-2-0], [14:0-3-8,0-2-0], [17:0-3-8,0-2-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.99 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.80 0.16 0.34 (loc) 14-16 14-16 11 14-16 l/defl >999 >671 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 511 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-17,4-16,7-16,9-13,10-12: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-9 max.): 3-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=3614/Mechanical, 11=3268/Mechanical Max Horz 1=120(LC 4) Max Uplift 1=-748(LC 4), 11=-769(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-5986/1358, 3-4=-8051/1964, 4-6=-8811/2130, 6-7=-8813/2132, 7-8=-8291/1928, 8-9=-8601/1961, 9-10=-5121/1182, 10-11=-3167/754 BOT CHORD 1-19=-1221/5034, 17-19=-1217/5008, 16-17=-1996/8048, 14-16=-1755/7373, 13-14=-1983/8519, 12-13=-1226/5121 WEBS 3-19=-159/842, 3-17=-919/3631, 4-17=-1096/285, 4-16=-203/935, 6-16=-514/161, 7-16=-480/1850, 7-14=-549/2456, 8-14=-2035/431, 8-13=-1936/500, 9-13=-904/4040, 9-12=-2570/615, 10-12=-1388/5908 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=748, 11=769. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 6,2019 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 B19902528 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429352 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:53 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-ddcZhZCeizm0KdSueoIqda_1XgE?By6eDvCUeOygdGW NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 47 lb up at 1-9-12, 176 lb down and 47 lb up at 3-9-12, 178 lb down and 41 lb up at 5-9-12, 165 lb down and 72 lb up at 7-9-12, 165 lb down and 72 lb up at 9-2-4, 165 lb down and 72 lb up at 11-2-4, 165 lb down and 72 lb up at 13-2-4, 165 lb down and 72 lb up at 15-2-4, 165 lb down and 72 lb up at 17-2-4, 165 lb down and 72 lb up at 19-2-4, 165 lb down and 72 lb up at 21-2-4, 165 lb down and 72 lb up at 23-2-4, 165 lb down and 72 lb up at 25-2-4, 165 lb down and 72 lb up at 27-2-4, 165 lb down and 72 lb up at 29-2-4, 165 lb down and 72 lb up at 31-2-4, 165 lb down and 41 lb up at 33-2-4, 176 lb down and 47 lb up at 35-2-4, 120 lb down and 41 lb up at 37-2-4, 53 lb down and 67 lb up at 39-2-4, and 57 lb down and 45 lb up at 41-2-4, and 57 lb down and 45 lb up at 43-2-4 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: 1-3=-60, 3-7=-60, 7-8=-60, 8-10=-60, 1-11=-20 Concentrated Loads (lb) Vert: 19=-165 17=-165 16=-165 14=-165 13=-165 12=-53(F) 15=-165 20=-171 21=-176 22=-178 23=-165 24=-165 25=-165 26=-165 27=-165 28=-165 29=-165 30=-165 31=-176 32=-120 33=-57 34=-57 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 B19902528 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429353 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-5qAxuvDGTHutxn15CVq39oW8f3cFwQPoSZx1ArygdGV Scale = 1:33.5 1 2 3 4 8 7 6 5 9 10 5x6 4x6 4x6 3x6 5x12 10x10 6x8 3x6 4-3-8 4-3-8 6-3-8 2-0-0 12-7-0 6-3-8 4-3-8 4-3-8 6-3-8 2-0-0 12-7-0 6-3-8 1-7-145-3-151-7-147.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-12], [5:0-5-8,Edge], [7:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.86 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.27 0.01 0.07 (loc) 5-6 5-6 5 5-6 l/defl >999 >556 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-8,4-5: 2x4 SPF 2100F 1.8E, 2-7,2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=4837/0-3-8, 5=7500/0-3-8 Max Horz 8=129(LC 4) Max Uplift 8=-570(LC 5), 5=-449(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5779/708, 2-3=-5547/523, 3-4=-5651/514, 1-8=-4541/557, 4-5=-3862/364 BOT CHORD 7-8=-143/263, 6-7=-588/4921, 5-6=-52/823 WEBS 3-6=-459/5350, 4-6=-386/4067, 2-7=-451/362, 2-6=-352/447, 1-7=-557/4897 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 7-2 2x4 - 1 row at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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) except (jt=lb) 8=570, 5=449. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3594 lb down and 760 lb up at 4-3-8, 1913 lb down and 37 lb up at 6-2-12, 1937 lb down and 50 lb up at 8-2-12, and 1916 lb down and 63 lb up at 10-2-12, and 1994 lb down and 70 lb up at 12-5-4 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-8=-20 Continued on page 2 September 6,2019 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 B19902528 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429353 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:54 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-5qAxuvDGTHutxn15CVq39oW8f3cFwQPoSZx1ArygdGV LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1994(F) 6=-1913(F) 7=-3594(F) 9=-1937(F) 10=-1916(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 B19902528 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429354 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-Z0kJ6FEuEa0kZxcHmDLIi?3NzT1ofrJxhDhbiHygdGU Scale = 1:26.6 1 2 3 4 5 6 10 9 8 7 11 12 4x8 5x6 4x8 3x12 3x8 5x8 3x4 10x10 8x10 1-6-0 1-6-0 1-7-12 0-1-12 5-11-2 4-3-6 9-7-14 3-8-11 14-1-0 4-5-2 -1-4-8 1-4-8 1-7-12 1-7-12 5-11-2 4-3-6 9-7-14 3-8-11 14-1-0 4-5-2 0-9-64-2-141-7-144-2-147.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-0-3,0-4-5], [2:0-0-1,0-0-2], [4:0-5-8,0-2-0], [5:0-3-0,0-1-12], [6:0-3-0,0-1-8], [8:0-2-12,0-4-12], [9:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.52 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.01 0.04 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-9,6-7,6-8: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-12 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=7568/0-3-8, 10=5032/0-3-8 Max Horz 10=92(LC 4) Max Uplift 7=-702(LC 6), 10=-791(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-460/107, 3-4=-6005/936, 4-5=-5441/685, 5-6=-6252/749, 6-7=-4780/583 BOT CHORD 2-10=-66/350, 9-10=-140/350, 8-9=-836/5211, 7-8=-40/345 WEBS 3-10=-4482/751, 3-9=-753/5055, 4-9=-626/2581, 4-8=-199/361, 5-8=-348/2949, 6-8=-641/5211 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-4 2x4 - 1 row at 0-5-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left 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) 7=702, 10=791. 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) 3248 lb down and 781 lb up at 5-9-8, 152 lb down and 98 lb up at 5-11-2, 1884 lb down and 90 lb up at 7-8-12, 139 lb down and 48 lb up at 8-0-1, 152 lb down and 98 lb up at 9-6-15, 1949 lb down and 89 lb up at 9-8-12, and 1937 lb down and 99 lb up at 11-8-12, and 1942 lb down and 104 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 6,2019 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 B19902528 Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429354 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:55 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-Z0kJ6FEuEa0kZxcHmDLIi?3NzT1ofrJxhDhbiHygdGU 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, 5-6=-60, 2-7=-20 Concentrated Loads (lb) Vert: 7=-1942(B) 9=-3400(B=-3248) 8=-2101(B=-1949) 11=-2023(B=-1884) 12=-1937(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 B19902528 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429355 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-1CIhJbEW?u8bB4BTKwsXFDcSotI2OHf5vtQ8FjygdGT Scale = 1:99.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 8x16 4x6 6x16 4x6 6x16 4x8 3x16 MT18HS 3x4 3x4 3x8 MT18HS2x4 5x8 3x6 8x8 4x6 6x10 8x8 4x6 3x6 4x6 5x8 4x10 3x4 4x6 3-2-11 3-2-11 6-2-11 3-0-0 12-6-5 6-3-11 18-10-0 6-3-11 25-7-8 6-9-8 33-1-7 7-5-15 40-7-5 7-5-15 48-1-4 7-5-15 48-3-0 0-1-12 49-9-0 1-6-0 -2-10-8 2-10-8 3-2-11 3-2-11 6-2-11 3-0-0 12-6-5 6-3-11 18-10-0 6-3-11 25-7-8 6-9-8 33-1-7 7-5-15 40-7-5 7-5-15 48-1-4 7-5-15 49-9-0 1-7-12 51-1-8 1-4-8 0-10-142-4-812-2-1012-8-100-7-140-6-02-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-12], [17:0-3-8,0-2-8], [22:0-4-4,0-3-4], [25:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.84 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.68 0.22 0.18 (loc) 19-20 22-23 16 22-23 l/defl >999 >845 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 284 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 8-21,14-18: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-25,9-22,9-20,10-20,10-19,12-19,13-17: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, except 2-0-0 oc purlins (3-1-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-22 WEBS 1 Row at midpt 5-23, 6-22, 9-22, 10-20, 12-19 REACTIONS.(lb/size)2=2060/0-5-8, 16=2238/0-3-8 Max Horz 2=133(LC 5) Max Uplift 2=-227(LC 5), 16=-146(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3127/175, 4-5=-4815/253, 5-6=-3963/211, 6-8=-3103/208, 8-9=-3088/325, 9-10=-2324/215, 10-12=-2902/178, 12-13=-3091/141 BOT CHORD 2-26=-178/2563, 25-26=-178/2559, 23-25=-292/4926, 22-23=-157/3489, 8-22=-397/181, 20-21=0/404, 19-20=0/2512, 17-19=0/2665 WEBS 4-25=-135/2789, 5-25=-1577/141, 5-23=-1512/142, 6-23=0/653, 6-22=-1025/138, 20-22=0/1581, 9-22=-224/1431, 9-20=-47/742, 10-20=-847/164, 10-19=0/424, 13-17=-76/2484, 13-16=-2044/237 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) except (jt=lb) 2=227, 16=146. 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) 67 lb down and 230 lb up at 3-2-11 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 September 6,2019 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 B19902528 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429355 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:56 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-1CIhJbEW?u8bB4BTKwsXFDcSotI2OHf5vtQ8FjygdGT LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-9=-60, 9-15=-60, 2-22=-20, 21-27=-20, 19-27=-60, 14-19=-20 Concentrated Loads (lb) Vert: 26=101(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 B19902528 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429356 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-zbPSkGGnXVPIQOLsRLu?Kehtsh?6sDdNNBvFJcygdGR Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 5x12 6x6 6x6 5x8 4x6 3x12 4x6 3x6 2x4 3x6 8x8 2x4 2x4 3x6 8x8 4x6 5x12 8x8 2x4 10x10 8-8-0 8-8-0 11-8-0 3-0-0 18-10-0 7-2-0 24-0-8 5-2-8 26-5-0 2-4-8 29-2-0 2-9-0 30-7-0 1-5-0 -2-10-8 2-10-8 8-8-0 8-8-0 11-8-0 3-0-0 17-10-1 6-2-1 18-10-0 0-11-15 24-0-8 5-2-8 26-5-0 2-4-8 29-2-0 2-9-0 30-7-0 1-5-0 0-10-145-1-28-2-38-9-158-8-30-6-02-0-02-0-02-0-00-6-06.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-0-12,0-6-3], [2:0-0-6,0-0-12], [3:0-6-0,0-2-4], [13:0-5-8,0-6-12], [18:0-2-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.80 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.21 0.19 0.06 (loc) 16 18-19 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 433 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-17,7-16,9-12: 2x4 SPF-S Stud, 13-15,11-12: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 10-11,4-18,10-13,9-14: 2x4 SPF No.2 WEDGE Left: 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.): 3-4, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,12-13. 1 Row at midpt 6-18, 9-13 WEBS 1 Row at midpt 10-11 REACTIONS.(lb/size)11=5309/0-3-8, 2=1920/0-5-8 Max Horz 2=286(LC 5) Max Uplift 11=-647(LC 6), 2=-209(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2969/159, 3-4=-2983/206, 4-5=-2543/202, 5-6=-2330/210, 6-7=-2888/276, 7-8=-2748/276, 8-9=-2748/276, 9-10=-768/85, 10-11=-4542/502 BOT CHORD 2-21=-276/2470, 19-21=-274/2475, 18-19=-303/3005, 6-18=-1050/216, 14-15=-276/2887, 13-14=-89/806, 9-13=-3965/412 WEBS 3-21=0/285, 3-19=-63/981, 4-19=-786/111, 4-18=-955/108, 5-18=-67/914, 15-18=-218/2352, 7-14=-377/135, 10-13=-471/4257, 9-14=-448/4654, 6-15=-173/1045 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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, Except member 14-8 2x4 - 1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left 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) 11=647, 2=209. 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) 3633 lb down and 363 lb up at 26-5-0, and 437 lb down and 134 lb up at 28-2-4, and 556 lb down and 133 lb up at 30-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 September 6,2019 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 B19902528 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429356 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:58 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-zbPSkGGnXVPIQOLsRLu?Kehtsh?6sDdNNBvFJcygdGR 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, 3-4=-60, 4-5=-60, 5-10=-60, 2-18=-20, 16-17=-20, 13-15=-20, 11-12=-20 Concentrated Loads (lb) Vert: 11=-556(B) 14=-3633(B) 22=-437(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 B19902528 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429357 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-RnzqxcHPIpX92Yw2?2PEsrE9U4W2boxXcrfos2ygdGQ Scale = 1:26.5 1 2 3 4 5 6 10 9 8 7 11 5x8 4x8 3x6 3x12 2x4 3x6 2x4 3x4 3x8 1-6-0 1-6-0 1-7-12 0-1-12 5-11-2 4-3-6 9-7-14 3-8-11 14-1-0 4-5-2 -1-4-8 1-4-8 1-7-12 1-7-12 5-11-2 4-3-6 9-7-14 3-8-11 14-1-0 4-5-2 0-9-64-1-34-2-141-7-144-1-37.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-0-3,0-4-5], [2:0-0-1,0-0-2], [4:0-4-0,0-1-11], [5:0-4-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.11 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)7=686/0-3-8, 10=954/0-3-8 Max Horz 10=91(LC 4) Max Uplift 7=-134(LC 6), 10=-197(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-733/186, 4-5=-601/185, 5-6=-759/184, 6-7=-650/155 BOT CHORD 8-9=-164/574 WEBS 3-10=-857/247, 3-9=-141/698, 6-8=-149/575 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left 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) 7=134, 10=197. 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) 152 lb down and 98 lb up at 5-11-2, and 139 lb down and 48 lb up at 7-6-15, and 152 lb down and 98 lb up at 9-6-15 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 Continued on page 2 September 6,2019 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 B19902528 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429357 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:42:59 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-RnzqxcHPIpX92Yw2?2PEsrE9U4W2boxXcrfos2ygdGQ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 2-7=-20 Concentrated Loads (lb) Vert: 9=-152 8=-152 11=-139 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 B19902528 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429358 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-OA5aMIIfpQntHs3R6TSiyGJVSu7x3cRq398vwxygdGO Scale = 1:49.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 4x6 4x6 3x4 2x4 3x6 4x6 3x6 2x4 3x4 3x6 3x6 5x12 3x8 2x4 3x8 3x8 4x6 5x12 3x6 1-10-0 1-10-0 1-11-12 0-1-12 4-0-0 2-0-4 7-11-12 3-11-12 13-3-8 5-3-12 18-7-4 5-3-12 20-4-8 1-9-4 24-11-4 4-6-12 25-1-0 0-1-12 26-7-0 1-6-0 -1-4-8 1-4-8 1-11-12 1-11-12 4-0-0 2-0-4 7-11-12 3-11-12 13-3-8 5-3-12 18-7-4 5-3-12 20-4-8 1-9-4 24-11-4 4-6-12 26-7-0 1-7-12 27-11-8 1-4-8 0-7-144-6-04-7-120-7-141-0-04-6-06.00 12 Plate Offsets (X,Y)-- [10:0-0-0,0-0-8] 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 0.18 0.34 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.08 0.06 (loc) 16 15-16 12 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 255 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-20,8-13: 2x4 SPF-S Stud WEBS 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)21=1602/0-3-8, 12=1592/0-3-8 Max Horz 21=50(LC 16) Max Uplift 21=-377(LC 5), 12=-384(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2226/628, 4-5=-2315/658, 5-6=-2007/592, 6-7=-2162/630, 7-8=-2431/699, 8-9=-2457/659 BOT CHORD 18-19=-581/2077, 16-18=-719/2785, 15-16=-719/2785, 14-15=-532/2132 WEBS 3-21=-1250/318, 19-21=-318/102, 3-19=-508/2097, 5-18=-228/752, 6-18=-946/252, 6-16=-74/424, 6-15=-772/193, 7-15=-244/823, 9-14=-521/2086, 9-12=-1366/393 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) 21=377, 12=384. 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) 92 lb down and 120 lb up at 7-2-12, 112 lb down and 52 lb up at 8-0-8, 112 lb down and 52 lb up at 10-0-8, 112 lb down and 52 lb up at 12-0-8, 112 lb down and 52 lb up at 14-0-8, 112 lb down and 52 lb up at 16-0-8, 112 lb down and 52 lb up at 18-0-8, and 112 lb down and 52 lb up at 18-6-8, and 92 lb down and 120 lb up at 19-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 6,2019 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 B19902528 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429358 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:01 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-OA5aMIIfpQntHs3R6TSiyGJVSu7x3cRq398vwxygdGO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-11=-60, 2-20=-20, 14-19=-20, 10-13=-20 Concentrated Loads (lb) Vert: 18=-112 15=-112 22=-59(B) 23=-112 24=-112 25=-112 26=-112 27=-112 28=-59(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 B19902528 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429359 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-sMfyaeJHakvkv?edgBzxUUrXkIPNo1xzIptSSNygdGN Scale = 1:55.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 5x12 4x8 4x6 6x6 4x6 5x8 4x6 3x6 3x6 2x4 4x10 3x6 3x8 3x6 6x10 3x8 3-0-5 3-0-5 6-0-5 3-0-0 14-9-8 8-9-3 17-4-9 2-7-1 18-10-0 1-5-7 26-3-8 7-5-8 -2-10-8 2-10-8 3-0-5 3-0-5 6-0-5 3-0-0 10-4-15 4-4-9 14-9-8 4-4-9 17-4-9 2-7-1 18-10-0 1-5-7 26-3-8 7-5-8 0-10-142-3-56-9-105-4-67-3-105-10-60-6-06.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-6-3], [2:0-0-6,0-0-12], [3:0-6-0,0-2-4], [4:0-4-0,0-1-0], [12:0-6-4,0-3-12] 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 0.72 0.58 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.30 0.04 0.07 (loc) 10-11 10-11 10 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-11: 2x4 SPF-S Stud, 10-11: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-12: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 3-4, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 11-12 WEBS 1 Row at midpt 9-10 REACTIONS.(lb/size)10=1001/Mechanical, 2=1236/0-5-8 Max Horz 2=191(LC 4) Max Uplift 10=-52(LC 6), 2=-195(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1248/49, 3-4=-1939/59, 4-5=-2314/124, 5-6=-1188/85, 6-7=-1148/96, 7-8=-1113/81, 8-9=-1131/96, 9-10=-921/95 BOT CHORD 2-17=-70/934, 15-17=-70/925, 14-15=-74/1384, 13-14=-31/1109, 12-13=-56/1146, 8-12=-440/88 WEBS 3-17=-282/118, 3-15=-48/1255, 4-15=-1205/118, 5-15=-19/878, 5-14=-529/132, 6-14=-22/807, 7-14=-274/83, 7-13=-270/4, 9-12=-62/1332 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) 10 except (jt=lb) 2=195. 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) 94 lb down and 8 lb up at -2-10-8 on top chord, and 86 lb down and 268 lb up at 3-0-5 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 Continued on page 2 September 6,2019 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 B19902528 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429359 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:02 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-sMfyaeJHakvkv?edgBzxUUrXkIPNo1xzIptSSNygdGN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 7-9=-60, 2-12=-20, 10-11=-20 Concentrated Loads (lb) Vert: 1=-94(F) 17=117(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 B19902528 Truss TG09 Truss Type Jack-Closed Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429360 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-sMfyaeJHakvkv?edgBzxUUreRIW7oAZzIptSSNygdGN Scale: 1/2"=1' 1 2 3 6 5 46x6 2x4 3x4 3x4 3x4 1-6-0 1-6-0 1-7-12 0-1-12 5-8-0 4-0-4 1-7-12 1-7-12 5-8-0 4-0-4 0-9-64-1-17.00 12 Plate Offsets (X,Y)-- [6:0-1-4,0-0-0], [6:Edge,0-5-4] 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-P 0.29 0.15 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 -0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=73/Mechanical, 5=513/0-3-8 Max Horz 5=106(LC 5) Max Uplift 4=-55(LC 5), 5=-21(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-378/47 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left 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 100 lb uplift at joint(s) 4, 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 13 lb up at 0-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 6=-150(F) September 6,2019 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 B19902528 Truss TG10 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429361 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-olnj?KLY6L9S8Jo0oc?PZvx0D5DEG3GGl7MZXFygdGL Scale = 1:30.4 1 2 3 4 5 6 7 8 12 11 10 9 13 5x8 4x8 3x12 3x12 3x6 2x4 3x4 3x8 3x6 2x4 1-6-0 1-6-0 1-7-12 0-1-12 5-11-2 4-3-6 9-7-14 3-8-11 13-11-4 4-3-6 14-1-0 0-1-12 15-7-0 1-6-0 -1-4-8 1-4-8 1-7-12 1-7-12 5-11-2 4-3-6 9-7-14 3-8-11 13-11-4 4-3-6 15-7-0 1-7-12 16-11-8 1-4-8 0-9-64-1-34-2-140-9-64-1-37.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-0-3,0-4-5], [2:0-0-1,0-0-2], [4:0-4-0,0-1-11], [5:0-4-0,0-1-11], [7:0-0-1,0-0-2], [7:0-0-3,0-4-5], [7:0-5-8,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.11 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 10-11 10-11 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 10-11. REACTIONS.(lb/size)12=925/0-3-8, 9=930/0-3-8 Max Horz 12=-89(LC 14) Max Uplift 12=-195(LC 5), 9=-197(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-696/175, 4-5=-548/171, 5-6=-703/177 BOT CHORD 10-11=-163/542 WEBS 3-12=-830/244, 3-11=-139/667, 6-10=-143/674, 6-9=-837/245 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) 12=195, 9=197. 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) 152 lb down and 98 lb up at 5-11-2, and 139 lb down and 48 lb up at 8-0-1, and 152 lb down and 98 lb up at 9-6-15 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 Continued on page 2 September 6,2019 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 B19902528 Truss TG10 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429361 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:04 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-olnj?KLY6L9S8Jo0oc?PZvx0D5DEG3GGl7MZXFygdGL LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 11=-152 10=-152 13=-139 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 B19902528 Truss TG11 Truss Type Half Hip Girder Qty 2 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429362 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-olnj?KLY6L9S8Jo0oc?PZvx045DmG4JGl7MZXFygdGL Scale = 1:26.5 1 2 3 4 5 6 10 9 8 711 4x6 2x4 4x8 3x12 2x4 3x6 3x6 3x4 5x12 1-6-0 1-6-0 1-7-12 0-1-12 3-8-0 2-0-4 6-7-8 2-11-8 -1-4-8 1-4-8 1-7-12 1-7-12 3-8-0 2-0-4 5-11-2 2-3-2 6-7-8 0-8-6 0-9-64-2-143-2-141-0-04-2-147.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-0-3,0-4-5], [2:0-0-1,0-0-2], [5:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.08 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 -0.00 (loc) 8 8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-9: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud WEDGE Left: 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 Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 7-8. REACTIONS.(lb/size)7=79/Mechanical, 10=463/0-3-8 Max Horz 10=137(LC 12) Max Uplift 7=-105(LC 5), 10=-55(LC 5) Max Grav 7=102(LC 10), 10=463(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-104/255 WEBS 3-10=-274/95 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left 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) 10 except (jt=lb) 7=105. 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) 69 lb down and 172 lb up at 5-11-2 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: 1-5=-60, 5-6=-60, 2-9=-20, 7-8=-20 Concentrated Loads (lb) Vert: 11=58(B) September 6,2019 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 B19902528 Truss TG12 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429363 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-k7uTP?MoeyPAOdyOv11tfK0LGvq1kvHZDRrgb8ygdGJ Scale = 1:46.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 5x6 5x6 2x4 4x6 4x8 3x6 4x8 4x6 2x4 4x6 6-7-8 6-7-8 15-11-8 9-4-0 22-7-0 6-7-8 -2-10-8 2-10-8 6-7-8 6-7-8 11-3-8 4-8-0 15-11-8 4-8-0 22-7-0 6-7-8 25-5-8 2-10-8 2-0-05-2-05-3-122-0-05-2-06.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [6:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.35 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.18 0.01 0.11 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 251 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=1497/0-3-8, 8=1513/0-3-8 Max Horz 12=70(LC 5) Max Uplift 12=-551(LC 5), 8=-562(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1736/718, 3-4=-1476/671, 4-5=-1500/688, 5-6=-1763/736, 2-12=-1483/608, 6-8=-1501/620 BOT CHORD 9-11=-664/1637 WEBS 3-11=-285/508, 4-11=-283/109, 4-9=-254/99, 5-9=-293/520, 2-11=-608/1468, 6-9=-625/1493 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) 12=551, 8=562. 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) 111 lb down and 190 lb up at 6-7-8, 123 lb down and 83 lb up at 6-8-4, 123 lb down and 83 lb up at 8-8-4, 123 lb down and 83 lb up at 10-8-4, 123 lb down and 83 lb up at 12-8-4, 123 lb down and 83 lb up at 14-8-4, and 123 lb down and 83 lb up at 15-10-12, and 111 lb down and 190 lb up at 15-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 6,2019 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 B19902528 Truss TG12 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 283 Westvale Job Reference (optional) I38429363 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:06 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-k7uTP?MoeyPAOdyOv11tfK0LGvq1kvHZDRrgb8ygdGJ 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, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 10=-123 11=-186(B=-63) 9=-186(B=-63) 13=-123 14=-123 15=-123 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 B19902528 Truss TG13 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 283 Westvale Job Reference (optional) I38429364 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-gW0EqhO2Aafudw6n1R4Lkl5YhjSEChOsglKng1ygdGH Scale = 1:49.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018192021222324 5x6 5x8 2x4 2x4 8x16 12x20 2x4 4x6 3x8 8x10 5x12 3x8 6x6 6x8 4x6 4-8-11 4-8-11 9-1-13 4-5-3 13-11-8 4-9-11 17-3-4 3-3-12 20-8-12 3-5-8 24-7-8 3-10-12 -2-10-8 2-10-8 4-8-11 4-8-11 9-1-13 4-5-3 13-11-8 4-9-11 17-3-4 3-3-12 20-8-12 3-5-8 24-7-8 3-10-12 2-0-02-1-06-6-150-11-141-1-22-1-06-6-156.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [3:Edge,0-2-0], [4:0-6-0,0-2-8], [10:0-0-0,0-1-12], [11:0-3-8,0-3-0], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.75 0.62 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.60 -0.02 0.24 (loc) 13 13 9 13 l/defl >999 >479 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 527 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-9: onCENTER® AFL 2.1E 1 1/2" x 11 7/8", 1-3: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-15: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 6-14,6-12,8-12,9-11: 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 (6-0-0 max.): 4-5, 6-13, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=5761/0-3-8, 17=3010/0-3-8 Max Horz 17=337(LC 5) Max Uplift 9=-1025(LC 4), 17=-638(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3486/727, 3-4=-3996/861, 6-13=-379/155, 6-7=-15801/3067, 7-8=-15801/3067, 8-9=-9531/1765, 9-10=-89/378, 2-17=-2948/670 BOT CHORD 16-17=-304/86, 14-16=-830/2991, 13-14=-3709/17954, 12-13=-3691/17915, 11-12=-1782/9531, 10-11=-84/400 WEBS 3-16=-879/162, 3-14=-169/761, 4-14=-1176/5176, 4-6=-5077/1192, 6-14=-14951/2908, 6-12=-2272/659, 7-12=-636/234, 8-12=-1399/6737, 8-11=-3370/569, 9-11=-1825/9810, 2-16=-595/3126 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 1 1/2x11 7/8 - 3 rows staggered 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) 9=1025, 17=638. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Continued on page 2 September 6,2019 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 B19902528 Truss TG13 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 283 Westvale Job Reference (optional) I38429364 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:08 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-gW0EqhO2Aafudw6n1R4Lkl5YhjSEChOsglKng1ygdGH NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 424 lb down and 266 lb up at 7-2-9, 228 lb down and 104 lb up at 9-2-9, 228 lb down and 104 lb up at 11-2-9, 228 lb down and 104 lb up at 13-2-9, 228 lb down and 104 lb up at 15-2-9, 228 lb down and 104 lb up at 17-2-9, 228 lb down and 104 lb up at 19-2-9, and 228 lb down and 104 lb up at 21-2-9, and 228 lb down and 104 lb up at 23-2-9 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, 2-4=-60, 4-5=-60, 6-9=-486, 10-17=-20 Concentrated Loads (lb) Vert: 14=-228(F) 12=-228(F) 18=-424(F) 19=-228(F) 20=-228(F) 21=-228(F) 22=-228(F) 23=-228(F) 24=-228(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 B19902528 Truss TG14 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429365 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-9iac21OgxtnkF4gza9baGyepn6v5xIo?vP4KCTygdGG Scale = 1:33.8 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 4x8 4x6 5-8-7 5-8-7 7-5-0 1-8-9 -2-10-8 2-10-8 5-8-7 5-8-7 7-5-0 1-8-9 2-3-05-6-157.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.13 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=444/Mechanical, 7=554/0-3-8 Max Horz 7=208(LC 5) Max Uplift 5=-250(LC 5), 7=-121(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-495/147 WEBS 3-6=-182/366, 3-5=-414/217 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left 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) except (jt=lb) 5=250, 7=121. 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) 247 lb down and 242 lb up at 5-8-7 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=-247(B) September 6,2019 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 B19902528 Truss TG15 Truss Type Half Hip Girder Qty 2 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429366 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-9iac21OgxtnkF4gza9baGyepJ6u7xKZ?vP4KCTygdGG Scale = 1:18.6 1 2 3 4 6 57 5x6 2x4 3x8 2x4 4x6 0-8-8 0-8-8 3-6-9 2-10-1 7-6-8 3-11-15 -1-10-8 1-10-8 3-6-9 3-6-9 7-6-8 3-11-15 0-6-141-7-81-9-11-4-00-3-81-7-84.00 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 0.38 0.19 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=606/1-0-0, 2=606/1-0-0, 5=333/0-1-8 Max Horz 2=51(LC 4) Max Uplift 2=-171(LC 3), 5=-89(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-538/159 BOT CHORD 2-6=-159/450, 5-6=-153/434 WEBS 3-5=-388/133 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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=171. 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) 72 lb down and 6 lb up at -1-10-8 on top chord, and 105 lb down and 85 lb up at 3-6-9, and 65 lb down and 48 lb up at 5-7-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 1=-72(F) 6=-105 7=-65 September 6,2019 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 B19902528 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429367 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-dv8_FNPIiBvbsEFA8s6ppABxNW7ugpd873ptkvygdGF Scale = 1:20.3 1 2 3 2x4 2x4 2x4 5-11-8 5-11-8 0-0-43-5-127.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.55 0.67 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=213/5-11-1, 3=213/5-11-1 Max Horz 1=96(LC 6) Max Uplift 3=-46(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 3. September 6,2019 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 B19902528 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429368 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-55iMTjQxTV1SUOqMiad2MNj7twZoPGtIMjZRHMygdGE Scale = 1:15.2 1 2 3 2x4 2x4 2x4 4-2-15 4-2-15 0-0-42-5-127.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.50 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=144/4-2-8, 3=144/4-2-8 Max Horz 1=65(LC 6) Max Uplift 3=-31(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 3. September 6,2019 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 B19902528 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429369 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-55iMTjQxTV1SUOqMiad2MNjCZwcHPGtIMjZRHMygdGE Scale = 1:10.2 1 2 3 2x4 2x4 2x4 2-6-6 2-6-6 0-0-41-5-127.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=75/2-5-15, 3=75/2-5-15 Max Horz 1=34(LC 6) Max Uplift 3=-16(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 3. September 6,2019 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 B19902528 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429370 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-ZHGkg3RZEo9J6YPYGH8HubGFaKr58j7RbNI_poygdGD Scale = 1:19.0 1 2 3 3x6 3x6 2x4 6-5-14 6-5-14 0-0-43-2-156.00 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 0.70 0.50 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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=230/6-5-6, 3=230/6-5-6 Max Horz 1=89(LC 6) Max Uplift 3=-42(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 3. September 6,2019 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 B19902528 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429371 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-1Up7tPRB_6HAji_lp?fWRopT6kEjtANbq12YLEygdGC Scale = 1:13.2 1 2 3 2x4 2x4 2x4 4-1-14 4-1-14 0-0-42-0-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.45 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=137/4-1-6, 3=137/4-1-6 Max Horz 1=53(LC 6) Max Uplift 3=-25(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 3. September 6,2019 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 B19902528 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429372 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-1Up7tPRB_6HAji_lp?fWRopaUkIdtANbq12YLEygdGC Scale = 1:7.3 1 2 3 2x4 5x6 1-9-14 1-9-14 0-0-40-10-156.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-0-10], [2:Edge,0-1-13], [3:0-1-4,0-0-0] 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-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=44/1-9-6, 3=44/1-9-6 Max Horz 1=17(LC 6) Max Uplift 3=-8(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 3. September 6,2019 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 B19902528 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429373 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-VgNV5kSplQQ1LrZxNiBlz0LbN7Ypcdck2hn5tgygdGB Scale = 1:16.9 1 2 3 2x4 2x4 2x4 4-9-15 4-9-15 0-0-42-9-137.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.68 0.42 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=167/4-9-8, 3=167/4-9-8 Max Horz 1=75(LC 6) Max Uplift 3=-36(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 3. September 6,2019 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 B19902528 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429374 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-zsxtI4TRWjYuz?87xQi_WDut0XyHL4suHLXeQ7ygdGA Scale: 1"=1' 1 2 3 2x4 2x4 2x4 3-1-6 3-1-6 0-0-41-9-137.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=99/3-0-15, 3=99/3-0-15 Max Horz 1=44(LC 6) Max Uplift 3=-21(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 3. September 6,2019 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 B19902528 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429375 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-zsxtI4TRWjYuz?87xQi_WDuqOXvyL42uHLXeQ7ygdGA Scale = 1:19.9 1 2 3 5 4 3x6 4x6 2x4 2x4 2x4 7-2-0 7-2-0 5-0-8 5-0-8 7-2-0 2-1-8 0-0-42-11-51-8-77.00 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 0.40 0.36 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=156/7-1-9, 4=28/7-1-9, 5=338/7-1-9 Max Horz 1=57(LC 5) Max Uplift 1=-4(LC 6), 4=-26(LC 4), 5=-22(LC 6) Max Grav 1=156(LC 1), 4=53(LC 11), 5=338(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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, 4, 5. September 6,2019 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 B19902528 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 283 Westvale Job Reference (optional) I38429376 8.240 s Jul 14 2019 MiTek Industries, Inc. Thu Sep 5 16:43:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:IktTl_MMYF9iSJtZuF217zygkez-R3VFWQU3H1gla9jJV7DD3RR1mxIT3Wi1W?GCyZygdG9 Scale = 1:14.6 1 2 3 5 4 2x4 4x6 3x6 2x4 5-5-7 5-5-7 3-3-15 3-3-15 5-5-7 2-1-8 0-0-41-11-50-8-77.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-1-4], [4:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.30 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=106/5-5-0, 4=73/5-5-0, 5=206/5-5-0 Max Horz 1=37(LC 5) Max Uplift 1=-13(LC 6), 4=-22(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; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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, 4. September 6,2019 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