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HomeMy WebLinkAbout300JGW - 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 17,2019 Liu, Xuegang Pages or sheets covered by this seal: I38550020 thru I38550107 My license renewal date for the state of Indiana is July 31, 2020. B19902684 Wedgewood 300 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 B19902684 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550020 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-3MB8JUOFS4IXsrGfiVHIG?5Q2Cu8DWj2An09wJycod0 Scale = 1:28.4 1 2 3 5 4 6 7 8 9 10 11 12 13 10x10 2x4 4x6 7-0-4 7-0-4 -2-5-10 2-5-10 7-0-4 7-0-4 1-3-84-11-64-7-140-3-84-11-66.25 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [5:Edge,0-7-8] 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 0.35 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 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 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)5=408/0-3-8, 4=218/0-1-8 Max Horz 5=181(LC 5) Max Uplift 5=-130(LC 5), 4=-105(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-340/128 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) 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) except (jt=lb) 5=130, 4=105. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 lb down and 1 lb up at -2-5-10, 54 lb down and 142 lb up at 0-8-10, 38 lb down and 104 lb up at 1-11-12, and 59 lb down and 56 lb up at 3-11-1, and 51 lb down and 56 lb up at 4-6-8 on top chord, and 4 lb down and 14 lb up at 0-8-10, 3 lb down and 32 lb up at 1-11-12, and 4 lb down and 0 lb up at 3-11-1, and 4 lb down and 23 lb up at 4-6-8 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: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-15(F) 6=47(B) 7=34(F) 12=0(B) 13=3(F) September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss CG02 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550021 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-XZlWWqOtDOQOU?rrGCoXoCeZgc8xyzSCORljSmycod? Scale = 1:42.8 1 2 3 5 4 6 7 8 9 10 11 12 13 3x4 4x6 2x4 4x6 7-2-3 7-2-3 -2-5-10 2-5-10 7-2-3 7-2-3 3-9-87-6-66.25 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 0.49 0.62 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 -0.00 0.22 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >384 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 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 8-5-2 oc bracing. REACTIONS.(lb/size)5=500/0-3-8, 4=336/Mechanical Max Horz 5=222(LC 5) Max Uplift 5=-401(LC 5), 4=-572(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-427/33 WEBS 2-4=-5/251 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; 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) 5=401, 4=572. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 2 lb up at -2-5-10, 20 lb down and 2 lb up at -2-5-10, 69 lb down and 110 lb up at 2-1-11, 63 lb down and 27 lb up at 3-4-15, and 56 lb down and 28 lb up at 4-8-7, and 88 lb down and 82 lb up at 6-7-6 on top chord, and 36 lb down and 350 lb up at 2-1-11, 18 lb down and 150 lb up at 3-4-15, and 22 lb down and 205 lb up at 4-8-7, and 69 lb down and 92 lb up at 6-7-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-40(F=-20, B=-20) 6=37(F) 9=-88(B) 12=-2(F) 13=-34(B) September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss CG03 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550022 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-?lJukAPV_iYF68Q2qwJmLQBlx0d6hQeLd5VG_Cycod_ Scale = 1:31.0 1 2 3 5 4 2x4 4x6 2x4 4x6 3-3-12 3-3-12 -2-5-10 2-5-10 3-3-12 3-3-12 3-9-85-6-35-2-110-3-85-6-36.25 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 0.39 0.05 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 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 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=420/0-3-8, 4=18/0-1-8 Max Horz 5=160(LC 6) Max Uplift 4=-121(LC 6) Max Grav 5=420(LC 1), 4=42(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-390/3 WEBS 2-4=-0/262 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) 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) except (jt=lb) 4=121. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 3 lb up at -2-5-10, and 20 lb down and 3 lb up at -2-5-10 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: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-40(F=-20, B=-20) September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss CG04 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550023 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-?lJukAPV_iYF68Q2qwJmLQBmR0dlhRnLd5VG_Cycod_ Scale = 1:14.1 1 2 3 5 4 2x4 4x6 2x4 4x6 1-6-15 1-6-15 -2-5-10 2-5-10 1-6-15 1-6-15 1-4-102-2-81-11-00-3-82-2-86.25 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 0.36 0.01 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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 1-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=458/0-3-8, 4=-169/0-1-8 Max Horz 5=65(LC 5) Max Uplift 5=-164(LC 6), 4=-169(LC 1) Max Grav 5=458(LC 1), 4=71(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-445/229 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 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) except (jt=lb) 5=164, 4=169. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 lb down and 2 lb up at -2-5-10, and 15 lb down and 2 lb up at -2-5-10 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: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-30(F=-15, B=-15) September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss CG05 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550024 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-TxtHxWQ7l?g6jI?EOdr?udjxBPzrQu1VslEqWeycocz Scale = 1:15.5 1 2 3 5 4 2x4 4x6 2x4 4x6 2-1-6 2-1-6 -2-5-10 2-5-10 2-1-6 2-1-6 1-4-102-5-142-2-60-3-82-5-146.25 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 0.36 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** 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 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=415/0-3-8, 4=-83/0-1-8 Max Horz 5=73(LC 5) Max Uplift 5=-140(LC 6), 4=-83(LC 1) Max Grav 5=415(LC 1), 4=43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-397/201 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 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) 5=140. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 lb down and 2 lb up at -2-5-10, and 15 lb down and 2 lb up at -2-5-10 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: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-30(F=-15, B=-15) September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550025 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-TxtHxWQ7l?g6jI?EOdr?udjxUPwpQtGVslEqWeycocz Scale = 1:28.9 1 2 3 5 4 6 7 8 9 10 11 12 13 3x4 5x6 2x4 4x6 7-0-4 7-0-4 -2-5-10 2-5-10 7-0-4 7-0-4 1-4-105-0-84-9-00-3-85-0-86.25 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 0.34 0.21 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 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)5=389/0-3-8, 4=224/0-1-8 Max Horz 5=156(LC 4) Max Uplift 5=-161(LC 5), 4=-112(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-320/147 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 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) 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) except (jt=lb) 5=161, 4=112. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 139 lb up at 0-9-2, 38 lb down and 104 lb up at 1-11-12, and 60 lb down and 58 lb up at 3-11-9, and 52 lb down and 58 lb up at 4-6-8 on top chord, and 4 lb down and 19 lb up at 0-9-2, 3 lb down and 38 lb up at 1-11-12, and 4 lb down at 3-11-9, and 4 lb down and 26 lb up at 4-6-8 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: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=46(F) 7=35(B) 12=-0(F) 13=3(B) September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550026 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-y8Rf8rRlWJozLSaQxLMEQrG6FpG29KWe4P_N25ycocy Scale = 1:28.9 1 2 3 5 4 6 7 8 9 10 11 12 13 3x4 5x6 2x4 4x6 7-0-4 7-0-4 -2-5-10 2-5-10 7-0-4 7-0-4 1-4-105-0-84-9-00-3-85-0-86.25 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 0.34 0.21 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 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 10-0-0 oc bracing. REACTIONS.(lb/size)5=387/0-3-8, 4=224/0-1-8 Max Horz 5=156(LC 11) Max Uplift 5=-162(LC 5), 4=-111(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-318/146 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; 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) 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) except (jt=lb) 5=162, 4=111. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 143 lb up at 0-8-10, 38 lb down and 104 lb up at 1-11-12, and 60 lb down and 57 lb up at 3-11-1, and 52 lb down and 58 lb up at 4-6-8 on top chord, and 4 lb down and 19 lb up at 0-8-10, 3 lb down and 38 lb up at 1-11-12, and 4 lb down and 0 lb up at 3-11-1, and 4 lb down and 26 lb up at 4-6-8 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: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=47(B) 7=35(F) 12=0(B) 13=3(F) September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550027 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-y8Rf8rRlWJozLSaQxLMEQrG8bpIZ9Lke4P_N25ycocy Scale = 1:20.0 1 2 5 3 4 2x4 3x4 3-6-15 3-6-15 -1-6-8 1-6-8 3-6-15 3-6-15 1-0-33-4-132-11-103-4-138.00 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 0.25 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.01 0.01 (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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=261/0-3-8, 3=78/Mechanical, 4=31/Mechanical Max Horz 5=130(LC 6) Max Uplift 5=-33(LC 6), 3=-48(LC 6) Max Grav 5=261(LC 1), 3=78(LC 1), 4=62(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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550028 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-QK?1MBROHdwqzc9dV2tTz2pJLDeouo_nJ3jwaXycocx Scale = 1:20.0 1 2 5 3 4 2x4 3x4 3-6-15 3-6-15 -1-6-8 1-6-8 3-6-15 3-6-15 1-0-33-4-130-5-32-11-103-4-138.00 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 0.25 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.01 0.01 (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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=261/0-3-8, 3=78/Mechanical, 4=31/Mechanical Max Horz 5=130(LC 6) Max Uplift 5=-33(LC 6), 3=-48(LC 6) Max Grav 5=261(LC 1), 3=78(LC 1), 4=62(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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550029 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-QK?1MBROHdwqzc9dV2tTz2pJdDftuo_nJ3jwaXycocx Scale = 1:11.7 1 2 5 3 42x4 3x4 1-0-15 1-0-15 -1-6-8 1-6-8 1-0-15 1-0-15 1-0-31-8-131-3-101-8-138.00 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 0.24 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=231/0-3-8, 3=-46/Mechanical, 4=-10/Mechanical Max Horz 5=80(LC 6) Max Uplift 5=-64(LC 6), 3=-46(LC 1), 4=-12(LC 6) Max Grav 5=231(LC 1), 3=17(LC 6), 4=11(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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550030 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-uWYPZXS02w2hamkp3mOiVGLUNd_6dFDxYjTU6zycocw Scale = 1:11.7 1 2 5 3 42x4 3x4 1-0-15 1-0-15 -1-6-8 1-6-8 1-0-15 1-0-15 1-0-31-8-130-5-31-3-101-8-138.00 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 0.24 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=231/0-3-8, 3=-46/Mechanical, 4=-10/Mechanical Max Horz 5=80(LC 6) Max Uplift 5=-64(LC 6), 3=-46(LC 1), 4=-12(LC 6) Max Grav 5=231(LC 1), 3=17(LC 6), 4=11(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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550031 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-uWYPZXS02w2hamkp3mOiVGLS?dzOdFDxYjTU6zycocw Scale = 1:14.9 1 2 5 3 42x4 3x6 1-3-7 1-3-7 -1-6-8 1-6-8 1-3-7 1-3-7 1-3-82-4-61-10-92-4-610.00 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 0.32 0.09 0.00 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=222/0-3-8, 3=-27/Mechanical, 4=-4/Mechanical Max Horz 5=107(LC 6) Max Uplift 5=-28(LC 6), 3=-27(LC 1), 4=-29(LC 6) Max Grav 5=222(LC 1), 3=14(LC 4), 4=17(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550032 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-Mj6nntTeoEAYCwI?dTvx2Tuco1InMiT4nNC1fPycocv Scale = 1:21.7 1 2 5 3 4 3x4 3x6 2-10-10 2-10-10 -1-6-8 1-6-8 2-10-10 2-10-10 1-3-83-8-63-2-93-8-610.00 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 0.38 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.02 0.01 (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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=240/0-3-8, 3=54/Mechanical, 4=21/Mechanical Max Horz 5=146(LC 6) Max Uplift 5=-10(LC 6), 3=-52(LC 6), 4=-9(LC 6) Max Grav 5=240(LC 1), 3=54(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550033 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-Mj6nntTeoEAYCwI?dTvx2Tudl1JdMiT4nNC1fPycocv Scale = 1:14.9 1 2 5 3 42x4 3x6 1-3-7 1-3-7 -1-6-8 1-6-8 1-3-7 1-3-7 1-3-82-4-61-10-92-4-610.00 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 0.32 0.09 0.00 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=222/0-3-8, 3=-27/Mechanical, 4=-4/Mechanical Max Horz 5=107(LC 6) Max Uplift 5=-28(LC 6), 3=-27(LC 1), 4=-29(LC 6) Max Grav 5=222(LC 1), 3=14(LC 4), 4=17(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550034 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-qvgA_DUGZXIPq4tCAAQAbhRnXQe059jE?1ybBsycocu Scale = 1:21.7 1 2 5 3 4 3x4 3x6 2-10-10 2-10-10 -1-6-8 1-6-8 2-10-10 2-10-10 1-3-83-8-63-2-93-8-610.00 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 0.38 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.02 0.01 (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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=240/0-3-8, 3=54/Mechanical, 4=21/Mechanical Max Horz 5=146(LC 6) Max Uplift 5=-10(LC 6), 3=-52(LC 6), 4=-9(LC 6) Max Grav 5=240(LC 1), 3=54(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J09 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550035 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-I5EYCZVuKrQFRDSOkuxP7uz?aqyqqaNNEhh8jIycoct Scale = 1:28.4 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 1-4-10 0-4-10 -1-6-8 1-6-8 1-4-10 1-4-10 3-9-84-11-64-5-94-11-610.00 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 0.30 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.00 (loc) 6 6 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=220/0-3-8, 3=-33/Mechanical, 4=12/Mechanical Max Horz 6=148(LC 6) Max Uplift 6=-30(LC 4), 3=-33(LC 1), 4=-343(LC 6) Max Grav 6=236(LC 6), 3=46(LC 6), 4=44(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-509/52 WEBS 2-5=-52/674 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 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 except (jt=lb) 4=343. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J10 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550036 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-I5EYCZVuKrQFRDSOkuxP7uz?aqsJqapNEhh8jIycoct Scale = 1:35.0 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-11-13 1-5-13 -1-6-8 1-6-8 2-11-13 2-11-13 3-9-86-3-65-9-96-3-610.00 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 0.65 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.13 0.04 (loc) 5 5 3 5 l/defl >999 >999 n/a >795 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. REACTIONS.(lb/size)6=243/0-3-8, 3=53/Mechanical, 4=28/Mechanical Max Horz 6=188(LC 6) Max Uplift 3=-25(LC 7), 4=-190(LC 6) Max Grav 6=243(LC 1), 3=53(LC 1), 4=56(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-424/27 WEBS 2-5=-43/560 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 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) 4=190. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J11 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550037 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-mIowPvVW59Y63N1aIbTeg6WAKECYZ13XTLRhGkycocs Scale = 1:35.0 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-11-13 1-5-13 -1-6-8 1-6-8 2-11-13 2-11-13 3-9-86-3-65-9-96-3-610.00 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 0.65 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.13 0.04 (loc) 5 5 3 5 l/defl >999 >999 n/a >795 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. REACTIONS.(lb/size)6=243/0-3-8, 3=53/Mechanical, 4=28/Mechanical Max Horz 6=188(LC 6) Max Uplift 3=-25(LC 7), 4=-190(LC 6) Max Grav 6=243(LC 1), 3=53(LC 1), 4=56(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-424/27 WEBS 2-5=-43/560 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 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) 4=190. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J12 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550038 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-mIowPvVW59Y63N1aIbTeg6WAKEI3Z1dXTLRhGkycocs Scale = 1:28.4 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 1-4-10 0-4-10 -1-6-8 1-6-8 1-4-10 1-4-10 3-9-84-11-64-5-94-11-610.00 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 0.30 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.00 (loc) 6 6 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=220/0-3-8, 3=-33/Mechanical, 4=12/Mechanical Max Horz 6=148(LC 6) Max Uplift 6=-30(LC 4), 3=-33(LC 1), 4=-343(LC 6) Max Grav 6=236(LC 6), 3=46(LC 6), 4=44(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-509/52 WEBS 2-5=-52/674 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 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 except (jt=lb) 4=343. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J13 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550039 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-EUMIcFW8sSgzhXcmsJ_tCJ3L6eaZIVmgh?AFoBycocr Scale = 1:31.6 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 3-2-3 1-8-3 -1-6-8 1-6-8 3-2-3 3-2-3 3-6-35-7-105-2-75-7-108.00 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 0.54 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.10 0.04 (loc) 5 5 3 5 l/defl >999 >999 n/a >899 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 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 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)6=249/0-3-8, 3=60/Mechanical, 4=30/Mechanical Max Horz 6=161(LC 6) Max Uplift 3=-24(LC 6), 4=-132(LC 6) Max Grav 6=249(LC 1), 3=60(LC 1), 4=59(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-307/20 WEBS 2-5=-41/444 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 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) 4=132. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J14 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550040 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-jgwgqaXndmoqIhBzP0V6lXbS42oq1xSpwfwoKdycocq Scale = 1:41.2 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 5-8-3 4-2-3 -1-6-8 1-6-8 5-8-3 5-8-3 3-6-37-3-100-5-36-10-77-3-108.00 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 0.48 0.99 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 -0.49 0.25 (loc) 4-5 4-5 3 4-5 l/defl >999 >488 n/a >268 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)6=336/0-3-8, 3=149/Mechanical, 4=55/Mechanical Max Horz 6=212(LC 6) Max Uplift 3=-76(LC 6), 4=-80(LC 6) Max Grav 6=336(LC 1), 3=149(LC 1), 4=109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-440/12 WEBS 2-5=-52/584 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J15 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550041 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-jgwgqaXndmoqIhBzP0V6lXbWs2vo1y?pwfwoKdycocq Scale = 1:31.6 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 3-2-3 1-8-3 -1-6-8 1-6-8 3-2-3 3-2-3 3-6-35-7-108.00 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 0.54 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.10 0.04 (loc) 5 5 3 5 l/defl >999 >999 n/a >899 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 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 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)6=249/0-3-8, 3=60/Mechanical, 4=30/Mechanical Max Horz 6=161(LC 6) Max Uplift 3=-24(LC 6), 4=-132(LC 6) Max Grav 6=249(LC 1), 3=60(LC 1), 4=59(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-307/20 WEBS 2-5=-41/444 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 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) 4=132. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J16 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550042 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-BsU31wYPO4whwrm9zk0LHk8dqR83mOiz9JfLs3ycocp Scale = 1:41.2 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 5-8-3 4-2-3 -1-6-8 1-6-8 5-8-3 5-8-3 3-6-37-3-100-5-36-10-77-3-108.00 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 0.48 0.99 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 -0.49 0.25 (loc) 4-5 4-5 3 4-5 l/defl >999 >488 n/a >268 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)6=336/0-3-8, 3=149/Mechanical, 4=55/Mechanical Max Horz 6=212(LC 6) Max Uplift 3=-76(LC 6), 4=-80(LC 6) Max Grav 6=336(LC 1), 3=149(LC 1), 4=109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-440/12 WEBS 2-5=-52/584 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550043 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-BsU31wYPO4whwrm9zk0LHk8hbRNhmQyz9JfLs3ycocp Scale = 1:12.1 1 2 5 3 42x4 3x4 1-0-15 1-0-15 -1-6-8 1-6-8 1-0-15 1-0-15 1-1-51-9-151-4-121-9-158.00 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 0.24 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=231/0-3-8, 3=-47/Mechanical, 4=-9/Mechanical Max Horz 5=81(LC 6) Max Uplift 5=-56(LC 6), 3=-47(LC 1), 4=-18(LC 6) Max Grav 5=231(LC 1), 3=15(LC 6), 4=12(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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550044 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-f31RFGY19N2YY?LLXRXaqygrhritVtC6OzPvPVycoco Scale = 1:20.5 1 2 5 3 4 3x4 3x4 3-6-15 3-6-15 -1-6-8 1-6-8 3-6-15 3-6-15 1-1-53-5-158.00 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 0.28 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.01 0.01 (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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=261/0-3-8, 3=78/Mechanical, 4=31/Mechanical Max Horz 5=132(LC 6) Max Uplift 5=-30(LC 6), 3=-50(LC 6) Max Grav 5=261(LC 1), 3=78(LC 1), 4=62(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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550045 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-f31RFGY19N2YY?LLXRXaqygrhrirVtC6OzPvPVycoco Scale = 1:20.6 1 2 5 3 4 3x4 3x4 3-7-5 3-7-5 -1-6-8 1-6-8 3-7-5 3-7-5 1-1-53-6-33-1-03-6-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.28 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.01 0.01 (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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=262/0-3-8, 3=79/Mechanical, 4=32/Mechanical Max Horz 5=132(LC 6) Max Uplift 5=-29(LC 6), 3=-51(LC 6) Max Grav 5=262(LC 1), 3=79(LC 1), 4=63(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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550046 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-7FbpScZfwhAP98wY592pN9D02F39EKSGcd8Sxyycocn Scale = 1:12.3 1 2 5 3 42x4 3x4 1-1-5 1-1-5 -1-6-8 1-6-8 1-1-5 1-1-5 1-1-51-10-31-5-01-10-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=229/0-3-8, 3=-43/Mechanical, 4=-8/Mechanical Max Horz 5=82(LC 6) Max Uplift 5=-55(LC 6), 3=-43(LC 1), 4=-17(LC 6) Max Grav 5=229(LC 1), 3=13(LC 6), 4=12(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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J21 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550047 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-7FbpScZfwhAP98wY592pN9D_SF2GEKSGcd8Sxyycocn Scale = 1:15.4 1 2 5 3 43x4 3x6 1-3-7 1-3-7 -1-6-8 1-6-8 1-3-7 1-3-7 1-4-102-5-81-11-112-5-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.11 0.00 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=222/0-3-8, 3=-28/Mechanical, 4=-3/Mechanical Max Horz 5=108(LC 6) Max Uplift 5=-19(LC 6), 3=-28(LC 1), 4=-34(LC 6) Max Grav 5=222(LC 1), 3=14(LC 4), 4=17(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J22 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550048 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-bR9BgyaHh?JGnIVkesZ2vNm86fNczniPrHu0TOycocm Scale = 1:22.1 1 2 5 3 4 3x4 3x6 2-10-10 2-10-10 -1-6-8 1-6-8 2-10-10 2-10-10 1-4-103-9-83-3-113-9-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.02 0.01 (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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=240/0-3-8, 3=54/Mechanical, 4=21/Mechanical Max Horz 5=148(LC 6) Max Uplift 5=-5(LC 6), 3=-54(LC 6), 4=-12(LC 6) Max Grav 5=240(LC 1), 3=54(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J23 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550049 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-bR9BgyaHh?JGnIVkesZ2vNm9CfOVzniPrHu0TOycocm Scale = 1:15.4 1 2 5 3 43x4 3x6 1-3-7 1-3-7 -1-6-8 1-6-8 1-3-7 1-3-7 1-4-102-5-80-5-131-11-112-5-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.34 0.11 0.00 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=222/0-3-8, 3=-28/Mechanical, 4=-3/Mechanical Max Horz 5=108(LC 6) Max Uplift 5=-19(LC 6), 3=-28(LC 1), 4=-34(LC 6) Max Grav 5=222(LC 1), 3=14(LC 4), 4=17(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss J24 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550050 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-3ejZtIbvSIR7PS3wCZ5HSaIJs3jriDyZ4xdZ?qycocl Scale = 1:22.1 1 2 5 3 4 3x4 3x6 2-10-10 2-10-10 -1-6-8 1-6-8 2-10-10 2-10-10 1-4-103-9-83-3-113-9-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.02 0.01 (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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=240/0-3-8, 3=54/Mechanical, 4=21/Mechanical Max Horz 5=148(LC 6) Max Uplift 5=-5(LC 6), 3=-54(LC 6), 4=-12(LC 6) Max Grav 5=240(LC 1), 3=54(LC 1), 4=49(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550051 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-3ejZtIbvSIR7PS3wCZ5HSaII53guiDCZ4xdZ?qycocl Scale = 1:28.8 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-6-8 1-6-8 6-0-0 6-0-0 1-0-35-0-34-8-110-3-85-0-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.35 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** 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 2x4 SPF-S Stud *Except* 2-4: 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)5=345/0-3-8, 4=213/0-1-8 Max Horz 5=178(LC 6) Max Uplift 5=-22(LC 6), 4=-70(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-287/69 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) 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss M02 Truss Type MONOPITCH Qty 14 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550052 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-XqHy4ecXDcZ_0ce7mHcW_orUxS1TRftiIbN6YHycock Scale = 1:51.9 1 2 3 5 4 3x4 2x4 4x6 4x6 -1-6-8 1-6-8 6-2-0 6-2-0 3-9-88-11-38-7-110-3-88-11-310.00 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.20 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >575 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud, 2-4: 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. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)5=351/0-3-8, 4=220/0-1-8 Max Horz 5=268(LC 6) Max Uplift 4=-214(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-291/0 BOT CHORD 4-5=-295/38 WEBS 2-4=-41/341 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) 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) except (jt=lb) 4=214. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss M03 Truss Type MONOPITCH Qty 12 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550053 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-XqHy4ecXDcZ_0ce7mHcW_orXnS42RfiiIbN6YHycock Scale = 1:31.6 1 2 3 5 4 2x4 2x4 3x6 3x4 2-2-0 2-2-0 -1-6-8 1-6-8 2-2-0 2-2-0 3-9-85-7-35-3-110-3-85-7-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.04 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=222/0-3-8, 4=29/0-1-8 Max Horz 5=165(LC 6) Max Uplift 5=-9(LC 4), 4=-241(LC 6) Max Grav 5=222(LC 1), 4=59(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-30/386 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) 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 except (jt=lb) 4=241. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss M04 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550054 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-?0rKI_cA_whremDJK_7lX?OiZsQWA72rXF6g4jycocj Scale = 1:14.4 1 2 3 5 4 2x4 2x4 3x6 3x4 1-9-0 1-9-0 -1-6-8 1-6-8 1-9-0 1-9-0 1-1-52-3-51-11-130-3-82-3-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** 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 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=218/0-3-8, 4=-0/0-1-8 Max Horz 5=79(LC 6) Max Uplift 5=-49(LC 6), 4=-17(LC 7) Max Grav 5=218(LC 1), 4=24(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; 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss M05 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550055 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-?0rKI_cA_whremDJK_7lX?Og8sMMA7WrXF6g4jycocj Scale = 1:35.0 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-6-8 1-6-8 5-5-8 5-5-8 1-4-105-11-45-7-120-3-85-11-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.36 0.29 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >580 n/a **** 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 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=324/0-3-8, 4=190/0-1-8 Max Horz 5=212(LC 6) Max Uplift 4=-102(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-273/25 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) 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) except (jt=lb) 4=102. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss M06 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550056 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-UDPiVKdolDpiGwoVtie_4Dwu?GlyvaP?mvsDc9ycoci Scale = 1:21.7 1 2 4 3 3x6 2x4 2x4 3x4 2-9-8 2-9-8 2-9-8 2-9-8 1-4-103-8-93-5-10-3-83-8-910.00 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 0.16 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=100/0-3-8, 3=100/0-1-8 Max Horz 4=97(LC 5) Max Uplift 4=-16(LC 4), 3=-55(LC 5) 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 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) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss M07 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550057 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-UDPiVKdolDpiGwoVtie_4DwtHGl3va0?mvsDc9ycoci Scale = 1:21.7 1 2 3 5 4 2x4 2x4 3x6 3x4 2-9-8 2-9-8 -1-6-8 1-6-8 2-9-8 2-9-8 1-4-103-8-93-5-10-3-83-8-910.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** 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 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=235/0-3-8, 4=66/0-1-8 Max Horz 5=143(LC 6) Max Uplift 5=-6(LC 6), 4=-63(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) 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss M08 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550058 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-yPy4jfeQVXxZt3NhRP9EcQT2ag6ie1T8?Zbn8bycoch Scale = 1:15.8 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-6-8 1-6-8 2-2-0 2-2-0 1-1-52-6-102-3-20-3-82-6-108.00 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 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=222/0-3-8, 4=29/0-1-8 Max Horz 5=101(LC 6) Max Uplift 5=-40(LC 6), 4=-25(LC 6) Max Grav 5=222(LC 1), 4=41(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; 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss M09 Truss Type MONOPITCH Qty 9 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550059 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-yPy4jfeQVXxZt3NhRP9EcQT_4g1qe1A8?Zbn8bycoch Scale = 1:29.3 1 2 3 5 4 2x4 2x4 3x6 3x4 6-0-0 6-0-0 -1-6-8 1-6-8 6-0-0 6-0-0 1-1-55-1-54-9-130-3-85-1-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.35 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** 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 2x4 SPF-S Stud *Except* 2-4: 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)5=345/0-3-8, 4=213/0-1-8 Max Horz 5=180(LC 6) Max Uplift 5=-19(LC 6), 4=-73(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-287/66 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) 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss PB01 Truss Type GABLE Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550060 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-QbWSw?f2Gr3PVDyu?7gT9e0EC4RzNURIDCLKh2ycocg Scale = 1:25.2 1 2 3 4 5 6 7 8 12 11 10 9 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 14-7-1 14-7-1 2-10-12 2-10-12 14-7-1 11-8-5 0-4-71-7-121-9-110-1-80-4-70-1-81-7-128.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [6:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 8 7 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-12. REACTIONS.All bearings 13-1-3. (lb) - Max Horz 2=-34(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 12, 11, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 7, 12, 9 except 11=350(LC 11), 10=263(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-265/109 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 12, 11, 10, 9. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss PB02 Truss Type Piggyback Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550061 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-QbWSw?f2Gr3PVDyu?7gT9e0Dw4QmNT9IDCLKh2ycocg Scale = 1:25.2 1 2 3 4 5 6 8 7 4x8 4x8 3x4 3x4 2x4 2x4 14-7-1 14-7-1 5-4-12 5-4-12 9-2-5 3-9-8 14-7-1 5-4-12 0-4-73-3-123-5-110-1-80-4-70-1-83-3-128.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [3:0-4-0,0-1-9], [4:0-4-0,0-1-9], [5:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.18 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 6 6 5 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-1-3. (lb) - Max Horz 2=-73(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=355(LC 10), 7=355(LC 11) 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 7. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss PB03 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550062 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-uo4q8Lfg18BG7NX4ZqBihrYOTTn96w9RSs4tDUycocf Scale = 1:30.5 1 2 3 4 5 6 7 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-7-1 14-7-1 7-3-9 7-3-9 14-7-1 7-3-9 0-4-74-8-140-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.11 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-1-3. (lb) - Max Horz 2=-103(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=253(LC 1), 10=310(LC 10), 8=310(LC 11) 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T01 Truss Type Hip Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550063 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-M_eDLhgIoSJ7lX6G6YjxE35P1t_grBXahWqRlwycoce Scale = 1:65.2 1 2 3 4 5 6 7 8 13 12 11 10 91415161718 4x8 4x10 3x8 3x8 3x4 3x4 3x4 3x4 4x8 4x8 3x4 10-7-8 10-7-8 17-3-8 6-8-0 27-11-0 10-7-8 -1-6-8 1-6-8 5-5-0 5-5-0 10-7-8 5-2-8 17-3-8 6-8-0 22-6-0 5-2-8 27-11-0 5-5-0 29-5-8 1-6-8 3-6-310-5-410-7-33-6-310-5-48.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [5:0-5-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.86 0.66 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.78 0.04 0.02 (loc) 12-13 12-13 9 12 l/defl >906 >423 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-13, 6-9 REACTIONS.(lb/size)13=1460/0-3-8, 9=1477/0-3-8 Max Horz 13=277(LC 5) Max Uplift 13=-80(LC 6), 9=-80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1177/205, 4-5=-909/205, 5-6=-1198/205, 2-13=-304/183, 7-9=-304/183 BOT CHORD 12-13=-160/822, 10-12=-25/926, 9-10=0/835 WEBS 5-10=-24/302, 3-13=-1238/11, 6-9=-1260/11 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T02 Truss Type Hip Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550064 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-M_eDLhgIoSJ7lX6G6YjxE35UQt25rJcahWqRlwycoce Scale = 1:73.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 91617 4x10 4x8 2x4 3x4 5x6 3x6 3x4 3x8 5x6 3x6 4x6 2x4 4x6 6-8-0 6-8-0 13-1-8 6-5-8 14-9-8 1-8-0 21-3-0 6-5-8 27-11-0 6-8-0 -1-6-8 1-6-8 6-8-0 6-8-0 13-1-8 6-5-8 14-9-8 1-8-0 21-3-0 6-5-8 27-11-0 6-8-0 29-5-8 1-6-8 3-6-312-1-412-3-33-6-312-1-48.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-3-0,0-3-0], [4:0-5-0,0-0-14], [5:0-4-0,0-1-9], [6:0-3-0,0-3-0], [7:0-2-14,0-2-0], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.45 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.16 0.03 0.02 (loc) 12-14 12-14 9 12-14 l/defl >999 >999 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,4-11,5-11: 2x4 SPF No.2, 2-15,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 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. WEBS 1 Row at midpt 3-12, 4-11, 6-11 REACTIONS.(lb/size)15=1334/0-3-8, 9=1334/0-3-8 Max Horz 15=316(LC 5) Max Uplift 15=-88(LC 6), 9=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1144/157, 3-4=-1004/221, 4-5=-738/224, 5-6=-1005/222, 6-7=-1143/157, 2-15=-1284/162, 7-9=-1284/162 BOT CHORD 14-15=-286/302, 12-14=-101/869, 11-12=-26/739, 10-11=0/868 WEBS 4-12=-65/285, 5-11=-66/331, 2-14=0/947, 7-10=0/946 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T03 Truss Type Common Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550065 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-qACbY1hwZmR_MhhTgFEAnGeetHErahfkvAZ_HNycocd Scale = 1:76.6 1 2 3 4 5 6 7 8 13 12 11 10 9141516171819 3x6 4x6 3x6 3x4 3x4 3x6 3x4 3x6 3x4 3x8 3x8 3x4 9-4-8 9-4-8 18-6-8 9-2-0 27-11-0 9-4-8 -1-6-8 1-6-8 6-9-0 6-9-0 13-11-8 7-2-8 21-4-0 7-4-8 27-11-0 6-7-0 3-6-312-9-143-6-38.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.99 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.51 0.05 0.02 (loc) 12-13 12-13 9 10-12 l/defl >999 >652 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,3-12: 2x3 SPF No.2, 2-13,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 5-12, 3-12, 3-13, 7-9 REACTIONS.(lb/size)13=1516/0-3-8, 9=1408/0-3-8 Max Horz 13=343(LC 5) Max Uplift 13=-87(LC 6), 9=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1298/257, 5-7=-1303/252, 2-13=-318/201 BOT CHORD 12-13=-114/969, 10-12=-16/808, 9-10=0/971 WEBS 5-10=-102/534, 5-12=-112/534, 3-13=-1403/0, 7-9=-1415/26 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) 13, 9. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T04 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550066 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-INmzmNiZK3Zr_rFfEylPJUAlGhgOJ5?t8qJXqpycocc Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 122122232425 3x6 5x6 5x10 MT18HS 6x6 3x4 3x6 3x6 3x8 4x8 8x8 8x8 3x4 5x6 4x6 4x6 3x4 4x6 3x8 6-9-0 6-9-0 13-11-8 7-2-8 22-3-8 8-4-0 28-11-8 6-8-0 35-7-8 6-8-0 41-3-0 5-7-8 -1-6-8 1-6-8 6-9-0 6-9-0 13-11-8 7-2-8 20-0-0 6-0-8 22-3-8 2-3-8 28-11-8 6-8-0 35-7-8 6-8-0 41-3-0 5-7-8 42-9-8 1-6-8 3-6-37-1-412-9-143-6-37-1-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [7:0-5-0,0-1-14], [9:0-3-1,Edge], [10:0-3-0,0-1-8], [13:0-2-8,0-2-0], [14:0-2-8,0-2-8], [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 0.88 0.58 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.66 0.09 0.13 (loc) 16-18 16-18 12 16 l/defl >999 >741 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-18,5-18,6-18: 2x4 SPF No.2, 7-16,2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-14 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 6-18, 7-16, 8-14 REACTIONS.(lb/size)20=2010/0-3-8, 12=2029/0-3-8 Max Horz 20=330(LC 5) Max Uplift 20=-91(LC 6), 12=-154(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1844/200, 3-5=-1885/277, 5-6=-1859/282, 6-7=-3510/366, 7-8=-2941/290, 8-9=-2530/283, 9-10=-1729/199, 2-20=-1957/204, 10-12=-1993/210 BOT CHORD 19-20=-299/319, 18-19=-112/1452, 16-18=-12/2386, 14-16=-62/2527, 13-14=-21/1377 WEBS 3-19=-467/86, 5-18=-181/1578, 6-18=-1598/232, 7-16=-2128/254, 8-16=-27/581, 8-14=-939/165, 9-14=-119/1653, 9-13=-593/85, 2-19=0/1590, 10-13=-10/1579, 6-16=-159/2064 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 12=154. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T05 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550067 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-mZKLzjjB5Nhic_qrogGeshjuh5xm2YI1NU25MFycocb Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120212223 3x6 5x6 5x8 3x4 3x6 3x6 3x8 4x8 5x8 3x4 3x4 4x6 3x8 4x6 3x4 6x6 3x6 6-9-0 6-9-0 13-11-8 7-2-8 19-9-8 5-10-0 26-5-8 6-8-0 33-1-8 6-8-0 41-3-0 8-1-8 -1-6-8 1-6-8 6-9-0 6-9-0 13-11-8 7-2-8 19-9-8 5-10-0 26-5-8 6-8-0 33-1-8 6-8-0 41-3-0 8-1-8 42-9-8 1-6-8 3-6-38-9-412-9-143-6-38-9-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-4-0,0-1-14], [8:0-4-0,0-1-9], [12:0-2-8,0-1-8], [13:0-2-8,0-2-0], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.96 0.96 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.43 0.10 0.09 (loc) 13-15 13-15 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,6-15,7-13,8-12,2-18,9-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-1 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-17, 7-13, 8-12 REACTIONS.(lb/size)19=2024/0-3-8, 11=2029/0-3-8 Max Horz 19=330(LC 5) Max Uplift 19=-91(LC 6), 11=-154(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1863/202, 3-5=-1893/281, 5-6=-1866/286, 6-7=-2414/286, 7-8=-2274/284, 8-9=-1962/217, 2-19=-1975/206, 9-11=-1961/223 BOT CHORD 18-19=-299/321, 17-18=-138/1467, 15-17=-54/2413, 13-15=-87/2272, 12-13=-21/1525 WEBS 3-18=-450/91, 5-17=-185/1593, 6-17=-1679/215, 7-13=-660/164, 8-13=-108/1214, 8-12=-341/108, 2-18=0/1605, 9-12=-33/1560 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, 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) 11=154. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T06 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550068 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-FlujB3jpshpZD8P2LNntOvG4QULVn0dAc8oeuhycoca Scale = 1:93.3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 1322232425 3x6 5x6 6x6 5x8 5x8 5x6 3x4 3x6 3x6 3x8 5x8 2x4 4x8 4x6 4x6 3x4 6x6 4x10 3x6 6-9-0 6-9-0 13-11-8 7-2-8 23-4-4 9-4-12 29-5-0 6-0-12 33-1-8 3-8-8 41-3-0 8-1-8 -1-6-8 1-6-8 6-9-0 6-9-0 13-11-8 7-2-8 17-3-8 3-4-0 23-4-4 6-0-12 29-5-0 6-0-12 31-11-0 2-6-0 33-1-8 1-2-8 41-3-0 8-1-8 42-9-8 1-6-8 3-6-310-5-48-9-412-9-143-6-310-5-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-2-15,Edge], [8:0-4-0,0-1-9], [9:0-4-0,0-1-14], [10:0-3-1,Edge], [15:0-2-8,0-2-0], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.67 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.67 0.07 0.07 (loc) 17-19 17-19 13 17 l/defl >999 >738 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 232 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-19,5-19,6-19,6-17,8-17,2-21,11-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-13 max.): 6-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 7-17, 9-15, 9-14 REACTIONS.(lb/size)21=2034/0-3-8, 13=1973/0-3-8 Max Horz 21=332(LC 5) Max Uplift 21=-91(LC 6), 13=-154(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/205, 3-5=-1924/280, 5-6=-1852/301, 6-7=-2015/286, 7-8=-2015/286, 8-9=-1961/293, 9-10=-1450/227, 10-11=-1892/216, 2-21=-1977/209, 11-13=-1895/221 BOT CHORD 20-21=-302/321, 19-20=-166/1470, 17-19=-106/1935, 15-17=-43/1609, 14-15=-9/1616 WEBS 3-20=-491/85, 5-19=-217/1701, 6-19=-1432/244, 6-17=-93/255, 7-17=-464/176, 8-17=-103/791, 9-14=-1035/122, 10-14=-35/572, 2-20=-3/1605, 11-14=0/1498 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 13=154. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T07 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550069 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-jxR6OOkRd_xQrI_Ev5I6x6oFquebWUGKqoXCR8ycocZ Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121222324 5x6 5x6 5x8 5x6 3x4 3x8 5x6 3x8 3x8 3x8 2x4 3x8 2x4 4x6 3x4 5x6 4x10 3x6 6-8-0 6-8-0 13-1-8 6-5-8 20-0-4 6-10-12 26-11-0 6-10-12 34-5-0 7-6-0 35-7-8 1-2-8 41-3-0 5-7-8 -1-6-8 1-6-8 6-8-0 6-8-0 13-1-8 6-5-8 20-0-4 6-10-12 26-11-0 6-10-12 34-5-0 7-6-0 35-7-8 1-2-8 41-3-0 5-7-8 42-9-8 1-6-8 3-6-312-1-47-1-412-3-33-6-312-1-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-3-0], [4:0-3-1,Edge], [6:0-3-1,Edge], [7:0-4-0,0-1-14], [8:0-3-1,Edge], [9:0-2-12,0-2-0], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.92 0.87 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.35 0.10 0.05 (loc) 14-16 16-18 11 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 230 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-18,5-18,5-16,5-14,6-14: 2x4 SPF No.2, 2-20,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-11 max.): 4-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 5-14, 7-14, 7-12 REACTIONS.(lb/size)20=2064/0-3-8, 11=2055/0-3-8 Max Horz 20=318(LC 5) Max Uplift 20=-88(LC 6), 11=-95(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1889/208, 3-4=-1962/285, 4-5=-1536/277, 5-6=-1609/282, 6-7=-2072/279, 7-8=-1373/198, 8-9=-1742/198, 2-20=-2009/213, 9-11=-2006/210 BOT CHORD 19-20=-288/304, 18-19=-202/1483, 16-18=-135/1835, 14-16=-135/1835, 13-14=0/1679, 12-13=0/1676 WEBS 3-19=-511/84, 4-18=-36/664, 5-18=-689/173, 5-16=0/408, 5-14=-572/178, 6-14=-16/686, 7-12=-1631/134, 8-12=-101/807, 2-19=-6/1634, 9-12=-4/1590 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T08 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550070 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-jxR6OOkRd_xQrI_Ev5I6x6oGDueCWUwKqoXCR8ycocZ Scale = 1:81.7 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 918192021 5x8 5x8 4x6 3x4 3x6 5x6 3x8 3x4 3x8 2x4 3x4 3x6 3x8 4x6 3x4 3x6 6-3-0 6-3-0 12-8-11 6-5-11 20-0-4 7-3-9 27-3-13 7-3-9 33-9-8 6-5-11 40-0-8 6-3-0 -1-6-8 1-6-8 6-3-0 6-3-0 12-8-11 6-5-11 20-0-4 7-3-9 27-3-13 7-3-9 33-9-8 6-5-11 40-0-8 6-3-0 3-6-312-0-03-6-312-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-3-0], [4:0-5-12,0-2-0], [6:0-5-12,0-2-0], [8:0-3-0,0-1-8], [10:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.83 0.83 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.31 0.08 0.05 (loc) 13-15 13-15 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 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* 4-15,4-13,5-13,6-13,6-11: 2x4 SPF No.2, 2-17,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-13, 6-13 REACTIONS.(lb/size)17=2013/0-3-8, 9=1907/0-3-8 Max Horz 17=325(LC 5) Max Uplift 17=-85(LC 6), 9=-36(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1795/199, 3-4=-1899/273, 4-5=-1723/288, 5-6=-1723/288, 6-7=-1902/271, 7-8=-1798/185, 2-17=-1963/205, 8-9=-1857/154 BOT CHORD 16-17=-294/280, 15-16=-218/1412, 13-15=-172/1484, 11-13=-58/1486, 10-11=-5/1425 WEBS 3-16=-529/83, 4-15=-29/253, 4-13=-177/553, 5-13=-496/210, 6-13=-179/549, 6-11=-27/264, 7-10=-531/103, 2-16=-5/1584, 8-10=-45/1587 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T09 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550071 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-B8?Uckl3OI3HTSZQToqLUKLSNI0gFyDT3SHlzaycocY Scale = 1:75.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1019202122 5x8 5x8 3x4 3x8 5x6 3x8 3x4 3x8 2x4 3x4 5x6 3x8 4x6 3x4 4x6 3x8 6-3-0 6-3-0 12-8-11 6-5-11 20-0-4 7-3-9 27-3-13 7-3-9 33-9-8 6-5-11 40-0-8 6-3-0 -1-6-8 1-6-8 6-3-0 6-3-0 12-8-11 6-5-11 20-0-4 7-3-9 27-3-13 7-3-9 33-9-8 6-5-11 40-0-8 6-3-0 41-7-0 1-6-8 3-6-312-0-03-6-312-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-3-0], [4:0-5-12,0-2-0], [6:0-5-12,0-2-0], [7:0-3-0,0-3-0], [8:0-3-0,0-1-8], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.81 0.75 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.31 0.08 0.05 (loc) 12-14 12-14 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 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* 4-16,4-14,5-14,6-14,6-12: 2x4 SPF No.2, 2-18,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-7 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-14, 6-14 REACTIONS.(lb/size)18=2011/0-3-8, 10=2011/0-3-8 Max Horz 18=-311(LC 4) Max Uplift 18=-86(LC 6), 10=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1792/201, 3-4=-1896/276, 4-5=-1719/292, 5-6=-1719/292, 6-7=-1896/276, 7-8=-1792/201, 2-18=-1961/207, 8-10=-1961/207 BOT CHORD 17-18=-281/298, 16-17=-206/1410, 14-16=-159/1481, 12-14=-47/1481, 11-12=0/1410 WEBS 3-17=-528/84, 4-16=-29/253, 4-14=-178/550, 5-14=-495/210, 6-14=-178/550, 6-12=-29/253, 7-11=-528/84, 2-17=-8/1582, 8-11=-8/1582 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T10 Truss Type Hip Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550072 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-fKZsp4mh9cB84c8c1WLa0XufWiQP_YncI60IV0ycocX Scale = 1:37.2 1 2 3 4 5 6 7 11 10 9 8 4x8 4x8 3x4 3x4 3x4 3x8 2x4 5x6 3x8 6-0-13 6-0-13 9-10-3 3-9-6 16-11-0 7-0-13 -1-6-8 1-6-8 6-0-13 6-0-13 9-10-3 3-9-6 13-3-1 3-4-14 16-11-0 3-7-15 17-5-8 0-6-8 1-3-86-2-66-4-30-5-86-2-610.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-0,0-1-4], [4:0-4-0,0-1-4], [6:0-8-0,0-1-0] 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-S 0.59 0.40 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.17 0.01 0.01 (loc) 6-8 6-8 6 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11: 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=771/0-3-8, 6=702/0-3-8 Max Horz 11=155(LC 5) Max Uplift 11=-69(LC 6), 6=-42(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-689/94, 3-4=-461/116, 4-5=-673/114, 5-6=-816/101, 2-11=-712/138 BOT CHORD 8-10=-31/434, 6-8=-6/576 WEBS 2-10=-52/303 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) 11, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T11 Truss Type Hip Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550073 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-7W7E1QmJwvK?imjpaDspZlQtJ6iKjwkmWmms1TycocW Scale = 1:47.0 1 2 3 4 5 6 7 8 12 11 10 9 5x12 3x6 3x4 3x4 3x4 2x4 3x4 3x6 4x6 7-8-0 7-8-0 8-3-0 0-7-0 16-11-0 8-8-0 -1-6-8 1-6-8 3-11-4 3-11-4 7-8-0 3-8-12 8-3-0 0-7-0 11-11-12 3-8-12 16-11-0 4-11-4 17-5-8 0-6-8 1-3-87-6-47-8-30-5-87-6-410.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.68 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.34 0.02 0.03 (loc) 7-9 7-9 7 7-9 l/defl >999 >587 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 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 10-0-0 oc bracing. REACTIONS.(lb/size)12=771/0-3-8, 7=702/0-3-8 Max Horz 12=186(LC 5) Max Uplift 12=-73(LC 6), 7=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-581/120, 4-5=-391/123, 5-6=-603/124, 6-7=-776/98, 2-12=-266/141 BOT CHORD 10-12=-47/443, 9-10=0/391, 7-9=0/540 WEBS 5-9=-33/317, 3-12=-588/10 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) 12, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T12 Truss Type Common Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550074 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-7W7E1QmJwvK?imjpaDspZlQuk6jWjvDmWmms1TycocW Scale = 1:50.5 1 2 3 4 5 6 7 10 9 8 4x6 3x6 3x8 3x4 2x4 2x4 3x6 4x6 7-11-8 7-11-8 16-11-0 8-11-8 -1-6-8 1-6-8 4-1-0 4-1-0 7-11-8 3-10-8 11-10-0 3-10-8 16-11-0 5-1-0 17-5-8 0-6-8 1-3-87-11-20-5-810.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.60 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.38 0.02 0.03 (loc) 6-8 6-8 6 6-8 l/defl >999 >527 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10: 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)10=771/0-3-8, 6=702/0-3-8 Max Horz 10=193(LC 5) Max Uplift 10=-73(LC 6), 6=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-578/118, 4-5=-588/122, 5-6=-770/97, 2-10=-266/145 BOT CHORD 8-10=-42/447, 6-8=0/533 WEBS 4-8=-77/454, 3-10=-591/6 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T13 Truss Type COMMON Qty 3 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550075 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-bjhcEmnyhDSsKvI?8wN25yz3KV5_SNMvlQVPavycocV Scale = 1:49.0 1 2 3 4 5 6 7 10 9 8 4x6 3x8 3x4 3x4 2x4 3x6 2x4 3x6 7-11-8 7-11-8 15-11-0 7-11-8 -1-6-8 1-6-8 4-1-0 4-1-0 7-11-8 3-10-8 11-10-0 3-10-8 15-11-0 4-1-0 17-5-8 1-6-8 1-3-87-11-21-3-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.46 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >967 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 WEBS 2x3 SPF No.2 *Except* 2-10,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=726/0-3-8, 8=726/0-3-8 Max Horz 10=-193(LC 4) Max Uplift 10=-73(LC 6), 8=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-513/117, 4-5=-513/117, 2-10=-270/146, 6-8=-270/146 BOT CHORD 9-10=-51/404, 8-9=0/404 WEBS 4-9=-67/377, 3-10=-521/5, 5-8=-521/5 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T14 Truss Type COMMON Qty 3 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550076 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-3vF?R6oaSXaix3tBieuHeAVE2vRCBqW3_4Fz6LycocU Scale = 1:49.0 1 2 3 4 5 6 9 8 7 4x6 3x4 3x8 3x4 3x4 3x4 3x6 3x6 7-11-8 7-11-8 15-11-0 7-11-8 -1-6-8 1-6-8 4-1-0 4-1-0 7-11-8 3-10-8 11-10-0 3-10-8 15-11-0 4-1-0 1-3-87-11-21-3-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.46 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 0.01 0.01 (loc) 7-8 8-9 7 8 l/defl >999 >966 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=732/0-3-8, 7=620/0-3-8 Max Horz 9=210(LC 5) Max Uplift 9=-72(LC 6), 7=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-521/119, 4-5=-523/121, 2-9=-270/146 BOT CHORD 8-9=-67/409, 7-8=0/422 WEBS 4-8=-73/381, 3-9=-528/7, 5-7=-505/25 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T15 Truss Type Hip Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550077 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-3vF?R6oaSXaix3tBieuHeAVAKvTtBrL3_4Fz6LycocU Scale = 1:44.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 4x8 4x8 3x4 3x4 3x4 3x8 2x4 3x4 5x6 3x4 5x6 6-0-13 6-0-13 11-11-8 5-10-11 17-10-3 5-10-11 23-11-0 6-0-13 -1-6-8 1-6-8 6-0-13 6-0-13 11-11-8 5-10-11 17-10-3 5-10-11 23-11-0 6-0-13 25-5-8 1-6-8 1-4-106-3-86-5-51-4-106-3-810.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-4-0,0-1-4], [5:0-4-0,0-1-4], [6:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.35 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 0.02 0.02 (loc) 9-10 9-10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-11 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1128/0-3-8, 8=1131/0-3-8 Max Horz 13=158(LC 5) Max Uplift 13=-65(LC 6), 8=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1141/126, 3-4=-1060/171, 4-5=-1060/171, 5-6=-1147/126, 2-13=-1077/160, 6-8=-1082/160 BOT CHORD 10-12=-103/785, 9-10=-28/788 WEBS 3-10=-124/440, 4-10=-419/171, 5-10=-124/435, 2-12=-82/681, 6-9=-85/686 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T16 Truss Type Hip Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550078 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-X5pNfSpCCqiZZDROGLPWBN2GfJjow9KCDk_WeoycocT Scale = 1:46.7 1 2 3 4 5 6 7 12 11 10 9 813 3x4 6x6 4x8 3x4 3x8 3x4 3x4 3x4 3x6 3x6 2x4 7-8-0 7-8-0 16-3-0 8-7-0 23-11-0 7-8-0 3-11-4 3-11-4 7-8-0 3-8-12 16-3-0 8-7-0 19-11-12 3-8-12 23-11-0 3-11-4 25-5-8 1-6-8 1-4-107-7-87-9-51-4-107-7-810.00 12 Plate Offsets (X,Y)-- [3:0-3-13,Edge], [4:0-4-0,0-1-4] 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-S 0.90 0.76 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.36 0.04 0.02 (loc) 9-11 9-11 8 9-11 l/defl >999 >789 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 WEBS 2x3 SPF No.2 *Except* 4-11: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-9 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size)12=1010/0-3-8, 8=1151/0-3-8 Max Horz 12=-206(LC 4) Max Uplift 12=-19(LC 6), 8=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1047/157, 3-4=-770/159, 4-5=-1088/154, 6-8=-285/156 BOT CHORD 11-12=-119/750, 9-11=-14/803, 8-9=0/764 WEBS 3-11=0/299, 4-9=0/294, 2-12=-1024/48, 5-8=-1084/11 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T17 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550079 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-0IMlsopqz8qQBN0ap3wljbbQwj?QffSMROk3AEycocS Scale = 1:57.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 4x8 3x6 4x10 4x8 3x6 4x8 3x4 3x4 4x6 4x8 3x8 3x4 4x8 3x4 8-5-11 8-5-11 16-8-14 8-3-3 20-0-14 3-4-0 21-6-2 1-5-4 31-3-0 9-8-14 8-5-11 8-5-11 16-8-14 8-3-3 20-0-14 3-4-0 21-6-2 1-5-4 26-3-5 4-9-3 31-3-0 4-11-11 32-9-8 1-6-8 5-2-107-5-47-7-41-1-57-5-48.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-14], [5:0-5-0,0-0-14], [6:0-4-0,0-1-9], [12:0-2-8,0-2-0], [15:0-2-8,0-2-0] 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 1.00 0.99 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.52 0.07 0.09 (loc) 10-11 10-11 10 13 l/defl >999 >715 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-12 max.): 1-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 7-10 REACTIONS.(lb/size)16=1237/Mechanical, 10=1344/0-3-8 Max Horz 16=-239(LC 4) Max Uplift 16=-138(LC 4), 10=-81(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1165/176, 1-2=-1659/211, 2-4=-1945/221, 4-5=-1539/221, 5-6=-1157/180, 6-7=-1475/182, 7-8=-305/62, 8-10=-374/120 BOT CHORD 13-15=-50/1659, 12-13=-33/1945, 11-12=0/1218, 10-11=-13/1213 WEBS 1-15=-194/1901, 2-15=-779/216, 2-13=-26/331, 4-12=-1311/147, 5-12=-183/964, 5-11=-365/119, 6-11=-33/584, 7-10=-1359/122 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) 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) 16=138. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T18 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550080 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-0IMlsopqz8qQBN0ap3wljbbStj3vffLMROk3AEycocS Scale = 1:55.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9151617 3x6 2x4 3x4 6x6 4x6 3x6 3x8 4x6 4x6 3x4 3x4 6x8 3x4 4x8 9-8-11 9-8-11 19-2-14 9-6-3 20-9-8 1-6-10 31-3-0 10-5-8 6-6-10 6-6-10 12-10-12 6-4-2 19-2-14 6-4-2 20-9-8 1-6-10 25-11-0 5-1-8 31-3-0 5-4-0 6-10-108-1-01-1-56-10-108.00 12 Plate Offsets (X,Y)-- [5:0-2-15,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 0.87 0.76 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.57 0.07 0.06 (loc) 13-14 9-10 9 11-13 l/defl >999 >653 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-14: 2x4 SPF No.2, 8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-1 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 4-11, 5-10, 7-9 REACTIONS.(lb/size)14=1452/Mechanical, 9=1332/Mechanical Max Horz 14=-187(LC 7) Max Uplift 14=-162(LC 4), 9=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1519/128, 4-5=-1564/167, 5-6=-1552/185, 6-7=-1601/159, 7-8=-356/39, 8-9=-297/51 BOT CHORD 13-14=0/1157, 11-13=-36/1668, 10-11=0/1558, 9-10=-72/1345 WEBS 2-14=-1634/202, 2-13=0/834, 4-13=-344/134, 5-11=-33/300, 5-10=-1333/161, 6-10=-129/1509, 7-9=-1457/127 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 14=162. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T19 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550081 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-UUw748qSkSyHoXbmNmS_Go7hA7LsO44Vg2UdjgycocR Scale = 1:58.0 1 2 3 4 5 6 7 13 12 11 10 9 814151617 3x6 2x4 3x4 4x6 3x8 MT18HS 4x6 4x6 3x4 3x8 3x6 3x8 3x4 4x8 10-0-5 10-0-5 19-10-2 9-9-13 25-5-5 5-7-3 31-3-0 5-9-11 6-9-1 6-9-1 13-3-9 6-6-9 19-10-2 6-6-9 25-5-5 5-7-3 31-3-0 5-9-11 8-6-108-8-91-1-58-6-108.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [7:0-3-0,0-1-8], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.91 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.62 0.06 0.03 (loc) 12-13 12-13 8 10 l/defl >999 >604 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 139 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-13,4-10: 2x4 SPF No.2, 7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-2 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-13, 2-13, 4-12, 4-10 REACTIONS.(lb/size)13=1526/Mechanical, 8=1375/Mechanical Max Horz 13=-228(LC 7) Max Uplift 13=-111(LC 6), 8=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1305/109, 4-5=-1287/164, 5-6=-1642/157, 6-7=-1806/115, 7-8=-1306/95 BOT CHORD 12-13=-93/994, 10-12=-79/1409, 9-10=-30/1432 WEBS 2-13=-1567/178, 2-12=0/845, 4-12=-283/143, 4-10=-309/154, 5-10=0/525, 7-9=-9/1274 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;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) 8 except (jt=lb) 13=111. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T20 Truss Type Hip Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550082 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-ygUVHTr4Vl48QhAzxUzDo0gppWjq7bweviDAF6ycocQ Scale = 1:66.5 1 2 3 4 5 6 7 14 13 12 11 10 9 81516 4x10 5x12 5x12 3x6 2x4 3x6 5x6 5x8 2x4 3x4 3x6 3x6 3x4 5x6 1-6-14 1-6-14 9-5-8 7-10-10 17-4-2 7-10-10 24-6-0 7-1-14 31-3-0 6-9-0 1-6-14 1-6-14 9-5-8 7-10-10 17-4-2 7-10-10 24-6-0 7-1-14 31-3-0 6-9-0 9-4-010-2-1010-4-91-1-510-2-108.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [2:0-5-8,0-3-0], [4:0-5-8,0-3-4], [7:Edge,0-1-12], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.80 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.33 0.04 0.04 (loc) 10-12 10-12 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10,6-9,1-13,7-9: 2x3 SPF No.2, 7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-7 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 3-12, 4-12, 6-10, 1-14 REACTIONS.(lb/size)14=1505/Mechanical, 8=1352/Mechanical Max Horz 14=-262(LC 7) Max Uplift 14=-122(LC 4), 8=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/27, 2-3=-1024/137, 3-4=-1024/137, 4-6=-1483/150, 6-7=-1802/101, 1-14=-1591/115, 7-8=-1283/86 BOT CHORD 13-14=-42/262, 12-13=-47/261, 10-12=0/1138, 9-10=-9/1420 WEBS 2-13=-1136/216, 2-12=-160/1271, 3-12=-566/229, 4-10=-4/499, 6-10=-357/159, 1-13=-125/1473, 7-9=0/1235 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 14=122. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T21 Truss Type COMMON Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550083 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-ygUVHTr4Vl48QhAzxUzDo0gprWk_7ZGeviDAF6ycocQ Scale = 1:69.2 1 2 3 4 5 6 7 12 11 10 9 8131415161718 3x4 4x6 3x6 3x12 4x6 4x6 4x6 4x6 3x8 4x8 4x8 3x8 10-4-13 10-4-13 20-9-3 10-4-7 31-3-0 10-5-13 7-10-4 7-10-4 15-7-0 7-8-12 23-3-12 7-8-12 31-3-0 7-11-4 1-2-011-6-111-1-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.73 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.56 0.07 0.04 (loc) 9-11 9-11 8 9-11 l/defl >999 >668 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-11,6-9: 2x3 SPF No.2, 1-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 6-8 REACTIONS.(lb/size)12=1512/Mechanical, 8=1511/Mechanical Max Horz 12=-240(LC 4) Max Uplift 12=-51(LC 6), 8=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-489/129, 2-4=-1870/256, 4-6=-1878/257, 6-7=-528/132, 1-12=-412/116, 7-8=-435/119 BOT CHORD 11-12=-98/1557, 9-11=0/1093, 8-9=-47/1569 WEBS 2-11=-335/246, 4-11=-105/849, 4-9=-106/863, 6-9=-347/247, 2-12=-1585/43, 6-8=-1555/40 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;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) 12, 8. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T22 Truss Type COMMON Qty 3 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550084 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-Qt2uVpsiG3C?2ql9VBUSLDD?vw4Fs0Yo8MzknZycocP Scale = 1:69.8 1 2 3 4 5 6 7 8 13 12 11 10 9141516171819 3x4 4x8 3x4 3x12 4x6 4x6 4x6 4x6 3x8 4x8 4x8 3x8 10-4-13 10-4-13 20-9-3 10-4-7 31-3-0 10-5-13 7-10-4 7-10-4 15-7-0 7-8-12 23-3-12 7-8-12 31-3-0 7-11-4 32-9-8 1-6-8 1-2-011-6-111-1-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.72 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.55 0.07 0.04 (loc) 10-12 10-12 9 10-12 l/defl >999 >670 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-12,6-10: 2x3 SPF No.2, 1-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 6-9 REACTIONS.(lb/size)13=1509/Mechanical, 9=1615/0-3-8 Max Horz 13=-289(LC 4) Max Uplift 13=-51(LC 6), 9=-105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-490/137, 2-4=-1865/256, 4-6=-1863/253, 6-7=-605/182, 1-13=-412/121, 7-9=-594/206 BOT CHORD 12-13=-66/1553, 10-12=0/1089, 9-10=0/1553 WEBS 2-12=-335/246, 4-12=-105/849, 4-10=-100/848, 6-10=-332/241, 2-13=-1580/30, 6-9=-1465/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 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) 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) 13 except (jt=lb) 9=105. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T23 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550085 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-u3cGi9tL1NKsf_KL2v?huRl7IKPobOZxM0iHJ?ycocO Scale = 1:73.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 3x6 4x8 3x4 3x6 2x4 2x4 3x8 3x8 3x4 3x6 2x4 3x6 4x8 5x8 10-4-13 10-4-13 17-3-0 6-10-3 17-7-0 0-4-0 23-9-6 6-2-6 31-3-0 7-5-10 7-10-4 7-10-4 15-7-0 7-8-12 17-3-0 1-8-0 23-9-6 6-6-6 31-3-0 7-5-10 1-2-011-6-110-0-31-1-28.00 12 Plate Offsets (X,Y)-- [10:0-2-12,0-3-0] 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 0.91 0.83 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.75 0.01 0.04 (loc) 12-14 12-14 8 8-9 l/defl >635 >273 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 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* 4-12: 2x4 SPF No.2, 1-14: 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, Except: 6-0-0 oc bracing: 11-12. 1 Row at midpt 5-10 WEBS 1 Row at midpt 2-14, 4-10 REACTIONS.(lb/size)8=468/0-3-8, 14=692/Mechanical, 10=1464/0-3-8 Max Horz 14=257(LC 5) Max Uplift 8=-21(LC 7), 14=-31(LC 6), 10=-55(LC 7) Max Grav 8=468(LC 1), 14=734(LC 10), 10=1464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-498/128, 2-4=-605/185, 5-7=-16/251, 7-8=-513/50, 1-14=-412/116 BOT CHORD 12-14=-153/552, 5-10=-292/137, 9-10=0/368, 8-9=0/368 WEBS 2-12=-429/248, 4-12=-130/784, 7-10=-596/147, 7-9=0/331, 2-14=-292/17, 4-10=-814/39 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) 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) 8, 14, 10. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T24 Truss Type Half Hip Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550086 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-u3cGi9tL1NKsf_KL2v?huRlImKaTbdqxM0iHJ?ycocO Scale = 1:23.7 1 2 3 4 7 6 5 4x8 2x4 2x4 3x4 3x6 3x4 3-0-0 3-0-0 5-5-8 2-5-8 -1-6-8 1-6-8 3-0-0 3-0-0 5-5-8 2-5-8 1-4-103-8-133-10-103-5-50-3-83-8-1310.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4] 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 0.24 0.08 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6-7 6-7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 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* 4-5,2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=324/0-3-8, 5=190/0-1-8 Max Horz 7=150(LC 6) Max Uplift 7=-35(LC 6), 5=-35(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-302/74 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) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss T25 Truss Type Half Hip Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550087 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-MFAevVtzogSjH8vXccWwQeISmkt2K3o5bgSqsRycocN Scale: 3/8"=1' 1 2 3 4 6 5 5x6 2x4 2x4 3x6 4x8 5-5-8 5-5-8 -1-6-8 1-6-8 4-7-3 4-7-3 5-5-8 0-10-5 1-4-105-0-135-2-104-9-50-3-85-0-1310.00 12 Plate Offsets (X,Y)-- [3:0-3-13,Edge], [5: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-P 0.28 0.32 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >580 n/a **** 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 2x4 SPF-S Stud *Except* 3-5,2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=324/0-3-8, 5=190/0-1-8 Max Horz 6=191(LC 6) Max Uplift 6=-6(LC 6), 5=-75(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-273/50 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) 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG01 Truss Type Hip Girder Qty 2 Ply 2 Wedgewood 300 Westvale Job Reference (optional) I38550088 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-qSk07rubZ_aavIUkAJ19zsrZz8BS3SNEqKBOOuycocM Scale = 1:54.5 1 2 3 4 5 6 7 13 12 11 10 9 814151617181920 4x8 4x8 3x4 4x6 3x12 2x4 3x8 4x6 3x4 4x6 3x12 8-1-8 8-1-8 13-11-8 5-10-0 19-9-8 5-10-0 27-11-0 8-1-8 -1-6-8 1-6-8 8-1-8 8-1-8 13-11-8 5-10-0 19-9-8 5-10-0 27-11-0 8-1-8 29-5-8 1-6-8 3-6-38-9-48-11-33-6-38-9-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-4-0,0-1-9], [5:0-4-0,0-1-9], [6:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.44 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 0.02 0.09 (loc) 10-12 10-12 8 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,6-8: 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)13=2472/0-3-8, 8=2482/0-3-8 Max Horz 13=235(LC 12) Max Uplift 13=-1487(LC 5), 8=-1497(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2414/1589, 3-4=-1886/1367, 4-5=-1895/1377, 5-6=-2424/1601, 2-13=-2347/1446, 6-8=-2356/1456 BOT CHORD 10-12=-1578/2321, 9-10=-1578/2321 WEBS 3-12=-848/964, 4-12=-823/497, 4-10=-474/818, 4-9=-809/480, 5-9=-854/970, 2-12=-1393/1956, 6-9=-1404/1965 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1487, 8=1497. 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) 442 lb down and 630 lb up at 6-2-4, 200 lb down and 226 lb up at 8-2-4, 200 lb down and 226 lb up at 10-2-4, 200 lb down and 226 lb up at 12-2-4, 200 lb down and 226 lb up at 14-2-4, 200 lb down and 226 lb up at 16-2-4, 200 lb down and 226 lb up at 18-2-4, and 200 lb down and 226 lb up at 19-8-12, and 442 lb down and 630 lb up at 21-8-12 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG01 Truss Type Hip Girder Qty 2 Ply 2 Wedgewood 300 Westvale Job Reference (optional) I38550088 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:55 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-qSk07rubZ_aavIUkAJ19zsrZz8BS3SNEqKBOOuycocM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 13-16=-20, 16-18=-60, 8-18=-20 Concentrated Loads (lb) Vert: 11=-200 12=-200 10=-200 9=-200 14=-442(B) 15=-200 17=-200 19=-200 20=-442(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 B19902684 Truss TG02 Truss Type Roof Special Girder Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550089 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-IeIOKBvDKIiRWS3wk1YOV3NdLXRwonCN2_xxwKycocL Scale = 1:92.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 122122232425262728 3x6 5x6 6x18 MT18HS 5x12 3x4 4x8 3x6 4x8 4x8 5x12 8x10 3x8 4x10 4x8 4x6 3x12 5x6 4x8 6-9-0 6-9-0 13-11-8 7-2-8 24-9-8 10-10-0 31-5-8 6-8-0 38-1-8 6-8-0 41-3-0 3-1-8 -1-6-8 1-6-8 6-9-0 6-9-0 13-11-8 7-2-8 21-0-0 7-0-8 24-9-8 3-9-8 31-5-8 6-8-0 38-1-8 6-8-0 41-3-0 3-1-8 42-9-8 1-6-8 3-6-35-5-412-9-143-6-35-5-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [7:0-9-0,0-0-15], [8:0-3-8,0-1-8], [9:0-4-12,0-2-12], [10:0-3-0,0-1-12], [13:0-3-8,0-2-0], [14:0-3-8,0-2-0], [19:0-3-8,0-2-0] 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 0.98 0.80 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.81 0.08 0.40 (loc) 16-18 16-18 12 14-16 l/defl >999 >608 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 233 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-18,5-18,6-18,6-16,8-16,9-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-4 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. WEBS 1 Row at midpt 3-18, 5-18, 6-18, 6-16, 7-16, 9-14 REACTIONS.(lb/size)20=1970/0-3-8, 12=1914/0-3-8 Max Horz 20=327(LC 12) Max Uplift 20=-400(LC 5), 12=-1499(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1810/451, 3-5=-1860/623, 5-6=-1854/602, 6-7=-4513/2147, 7-8=-3625/1703, 8-9=-2741/1991, 9-10=-1272/1153, 2-20=-1905/434, 10-12=-1907/1587 BOT CHORD 19-20=-299/316, 18-19=-350/1423, 16-18=-829/2505, 14-16=-1833/2739, 13-14=-866/1001 WEBS 3-19=-479/206, 5-18=-562/1522, 6-18=-1582/984, 6-16=-1656/2629, 7-16=-2705/1247, 8-16=-64/1119, 8-14=-1229/170, 9-14=-1280/2192, 9-13=-898/211, 2-19=-291/1546, 10-13=-1222/1467 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) 20=400, 12=1499. 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) 47 lb down and 253 lb up at 28-1-0, 47 lb down and 253 lb up at 30-1-0, 47 lb down and 253 lb up at 32-1-0, 47 lb down and 253 lb up at 34-1-0, and 47 lb down and 253 lb up at 36-1-0, and 50 lb down and 387 lb up at 38-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG02 Truss Type Roof Special Girder Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550089 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:56 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-IeIOKBvDKIiRWS3wk1YOV3NdLXRwonCN2_xxwKycocL LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 7-9=-60, 9-10=-60, 10-11=-60, 19-20=-20, 19-21=-60, 21-22=-20, 22-23=-60, 12-23=-20 Concentrated Loads (lb) Vert: 13=-7 24=-9 25=-9 26=-9 27=-9 28=-9 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG03 Truss Type Piggyback Base Girder Qty 2 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550090 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-nqrnYXwr5bqI8ce6Hk4d2HwqXxpdXDMXHegUSmycocK Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13222324252627 3x6 5x8 5x12 5x8 6x6 3x4 4x8 3x6 4x8 4x6 4x8 2x4 4x6 3x6 5x12 4x6 3x4 5x6 4x8 6-6-2 6-6-2 12-8-11 6-2-10 20-0-4 7-3-9 27-3-13 7-3-9 36-11-0 9-7-3 41-3-0 4-4-0 -1-6-8 1-6-8 6-6-2 6-6-2 12-8-11 6-2-10 20-0-4 7-3-9 27-3-13 7-3-9 34-0-0 6-8-3 36-11-0 2-11-0 38-1-8 1-2-8 41-3-0 3-1-8 42-9-8 1-6-8 3-6-35-5-412-0-03-6-312-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-5-12,0-2-0], [7:0-7-12,0-1-4], [9:0-4-0,0-0-15], [10:0-3-1,Edge], [11:0-2-12,0-2-0], [14:0-5-8,0-2-0], [20:0-3-8,0-2-0] 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 0.89 0.58 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.32 0.06 0.05 (loc) 14-15 14-15 13 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-19,5-19,5-17,6-17,7-17,7-15,8-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-8 max.): 5-7, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-17, 7-17, 8-15 REACTIONS.(lb/size)21=2065/0-3-8, 13=2080/0-3-8 Max Horz 21=-308(LC 3) Max Uplift 21=-96(LC 5), 13=-217(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1886/113, 4-5=-1980/165, 5-6=-1828/161, 6-7=-1828/161, 7-8=-2093/174, 8-9=-1770/218, 9-10=-1397/156, 10-11=-1587/162, 2-21=-2005/128, 11-13=-2103/193 BOT CHORD 20-21=-282/295, 19-20=-209/1486, 17-19=-167/1555, 15-17=-62/1647, 14-15=-6/1666 WEBS 4-20=-528/56, 5-19=-33/264, 5-17=-187/611, 6-17=-496/211, 7-17=-187/457, 7-15=-41/441, 8-14=-502/49, 9-14=-970/107, 10-14=-41/657, 2-20=0/1628, 11-14=-24/1671 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 13=217. 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) 3 lb down and 133 lb up at 38-1-8 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: 1-2=-60, 2-5=-60, 5-7=-60, 7-9=-60, 9-10=-60, 10-11=-60, 11-12=-60, 20-21=-20, 20-22=-60, 19-22=-20, 19-23=-60, 23-24=-20, 15-24=-60, 15-25=-20, 25-26=-60, 13-26=-20 Concentrated Loads (lb) Vert: 27=2 September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 300 Westvale Job Reference (optional) I38550091 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-nqrnYXwr5bqI8ce6Hk4d2Hwz_xuqXMRXHegUSmycocK Scale: 3/8"=1' 1 2 3 4 5 6 11 10 9 8121314 7 4x8 4x8 2x4 4x6 4x6 3x6 3x6 3x6 4-5-10 4-5-10 11-5-6 6-11-13 15-11-0 4-5-10 16-11-0 1-0-0 -1-6-8 1-6-8 4-5-10 4-5-10 11-5-6 6-11-13 16-11-0 5-5-10 17-5-8 0-6-8 1-3-84-10-65-0-30-5-84-10-610.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4], [4:0-4-0,0-1-4], [5:0-1-6,0-1-8] 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 0.29 0.31 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.01 0.05 (loc) 8-10 8-10 5 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS.(lb/size)11=1465/0-3-8, 5=1170/1-3-8, 7=192/0-3-8 Max Horz 11=121(LC 4) Max Uplift 11=-401(LC 5), 5=-358(LC 4), 7=-116(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1641/487, 3-4=-1360/445, 4-5=-1910/554, 2-11=-1500/445 BOT CHORD 8-10=-404/1189, 7-8=-423/1385, 5-7=-423/1385 WEBS 3-10=-201/549, 4-8=-293/822, 2-10=-407/1216 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) 11=401, 5=358, 7=116. 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) 386 lb down and 203 lb up at 4-5-10, 193 lb down and 82 lb up at 6-6-9, 193 lb down and 82 lb up at 8-6-9, and 193 lb down and 82 lb up at 10-6-9, and 386 lb down and 203 lb up at 11-4-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 5-11=-20 Continued on page 2 September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 300 Westvale Job Reference (optional) I38550091 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:57 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-nqrnYXwr5bqI8ce6Hk4d2Hwz_xuqXMRXHegUSmycocK LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-386 8=-386 12=-193 13=-193 14=-193 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG05 Truss Type Half Hip Girder Qty 4 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550092 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-F0P9ltwTsvy9mlCJrSbsaUT9VLH1GlFgWHQ2?CycocJ Scale = 1:47.4 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 4x8 3x6 4-6-13 4-6-13 6-2-0 1-7-3 -1-6-8 1-6-8 4-6-13 4-6-13 6-2-0 1-7-3 3-9-87-7-310.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.12 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.02 (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: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=462/Mechanical, 7=420/0-3-8 Max Horz 7=230(LC 5) Max Uplift 5=-607(LC 5), 7=-76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-360/76 WEBS 3-6=-489/291, 3-5=-393/509 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) 7 except (jt=lb) 5=607. 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) 311 lb down and 587 lb up at 4-6-13 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=-311(F) September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 300 Westvale Job Reference (optional) I38550093 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-jDzXzDx6dD40NvnVP9657i?IelWo?EMqlx9bXfycocI Scale = 1:44.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 4x8 4x8 2x4 4x6 4x8 2x4 4x8 3x8 3x6 2x4 3x6 4-5-10 4-5-10 11-11-8 7-5-14 19-5-6 7-5-14 23-11-0 4-5-10 -1-6-8 1-6-8 4-5-10 4-5-10 11-11-8 7-5-14 19-5-6 7-5-14 23-11-0 4-5-10 25-5-8 1-6-8 1-4-104-11-85-1-51-4-104-11-810.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4], [5:0-4-0,0-1-4] 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-S 0.34 0.54 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.03 0.08 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 239 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,4-9: 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=2081/0-3-8, 8=2148/0-3-8 Max Horz 13=-124(LC 11) Max Uplift 13=-558(LC 4), 8=-588(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2330/726, 3-4=-1703/574, 4-5=-1773/604, 5-6=-2422/766, 2-13=-2099/595, 6-8=-2177/629 BOT CHORD 10-12=-962/2992, 9-10=-962/2992 WEBS 3-12=-378/1145, 4-12=-1534/523, 4-10=-260/967, 4-9=-1453/486, 5-9=-404/1205, 2-12=-570/1745, 6-9=-606/1821 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) 13=558, 8=588. 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) 391 lb down and 212 lb up at 4-5-10, 193 lb down and 85 lb up at 6-6-9, 193 lb down and 85 lb up at 8-6-9, 193 lb down and 85 lb up at 10-6-9, 193 lb down and 85 lb up at 12-6-9, 193 lb down and 85 lb up at 14-6-9, 193 lb down and 85 lb up at 16-6-9, and 193 lb down and 85 lb up at 18-6-9, and 391 lb down and 212 lb up at 19-4-2 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 300 Westvale Job Reference (optional) I38550093 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:04:59 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-jDzXzDx6dD40NvnVP9657i?IelWo?EMqlx9bXfycocI 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, 8-13=-20 Concentrated Loads (lb) Vert: 12=-391 9=-391 14=-193 15=-193 16=-193 17=-193 18=-193 19=-193 20=-193 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG07 Truss Type Hip Girder Qty 1 Ply 3 Wedgewood 300 Westvale Job Reference (optional) I38550094 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-BPXvAYykOWCs?3MhztdKgvYNu9tzkfYzzbv935ycocH Scale = 1:52.5 1 2 3 4 5 6 7 14 13 12 11 10 9 815161718192021 4x8 8x8 8x8 3x8 4x8 8x8 3x6 10x10 3x6 3x4 5x8 6x6 6x8 4-9-2 4-9-2 9-2-13 4-5-10 14-8-3 5-5-6 21-0-0 6-3-13 23-11-0 2-11-0 4-9-2 4-9-2 9-2-13 4-5-10 14-8-3 5-5-6 19-1-14 4-5-10 21-0-0 1-10-2 23-11-0 2-11-0 25-5-8 1-6-8 1-4-108-11-39-1-01-4-108-11-310.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [3:0-5-13,Edge], [4:0-5-13,Edge], [6:0-3-4,0-1-8], [9:0-3-8,0-3-0], [10:0-3-8,0-5-0] 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 0.69 0.48 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.03 0.07 (loc) 10-12 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 457 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* 2-12,5-10,2-13,5-9: 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 10-0-0 oc bracing. REACTIONS.(lb/size)14=9115/0-3-8, 8=8872/0-3-8 Max Horz 14=-233(LC 3) Max Uplift 14=-572(LC 5), 8=-1271(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9744/658, 2-3=-8544/701, 3-4=-6458/572, 4-5=-8699/851, 5-6=-9547/1341, 1-14=-7931/535, 6-8=-9076/1297 BOT CHORD 13-14=-224/634, 12-13=-550/7407, 10-12=-568/6530, 9-10=-953/7295 WEBS 2-12=-1323/138, 3-12=-393/5066, 4-12=-219/332, 4-10=-671/5222, 5-10=-793/597, 2-13=0/1595, 5-9=-557/827, 6-9=-1057/7695, 1-13=-398/6960 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-5 2x4 - 1 row at 0-7-0 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=572, 8=1271. 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) 715 lb down and 42 lb up at 1-0-12, 1500 lb down and 63 lb up at 3-0-12, 1500 lb down and 63 lb up at 5-0-12, 1500 lb down and 63 lb up at 7-0-12, 1503 lb down and 63 lb up at 9-0-12, 1497 lb down and 63 lb up at 11-0-12, 1445 lb down and 134 lb up at 13-0-12, 1494 lb down and 136 lb up at 15-0-12, 1432 lb down and 174 lb up at 17-0-12, and 1217 lb down and 150 lb up at 19-0-12, and 2076 lb down and 790 lb up at 21-0-0 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG07 Truss Type Hip Girder Qty 1 Ply 3 Wedgewood 300 Westvale Job Reference (optional) I38550094 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:00 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-BPXvAYykOWCs?3MhztdKgvYNu9tzkfYzzbv935ycocH 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, 4-6=-60, 6-7=-60, 11-14=-20, 10-11=-60, 8-10=-20 Concentrated Loads (lb) Vert: 12=-1503(F) 10=-1494(F) 13=-1500(F) 9=-2076(F) 15=-715(F) 16=-1500(F) 17=-1500(F) 18=-1497(F) 19=-1445(F) 20=-1432(F) 21=-1217(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 B19902684 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 300 Westvale Job Reference (optional) I38550095 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-fb5HNuzM9qLjdDxuWa8ZC75W8YAyT3O7CFeibXycocG Scale = 1:55.9 1 2 3 4 5 6 7 8 14 13 12 11 10 915161718192021222324252627 28 29 30 31 2x4 3x12 4x6 5x8 4x8 4x6 4x8 3x6 3x6 5x8 3x8 5x12 4x6 4x6 7-1-7 7-1-7 14-2-14 7-1-7 17-6-14 3-4-0 24-0-2 6-5-4 31-3-0 7-2-14 7-1-7 7-1-7 14-2-14 7-1-7 17-6-14 3-4-0 24-0-2 6-5-4 31-3-0 7-2-14 32-9-8 1-6-8 3-6-105-9-45-11-41-1-55-9-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-14], [4:0-4-0,0-1-9], [5:0-4-0,0-1-9], [9:0-3-8,0-1-8], [10:0-3-8,0-2-8], [13:0-3-8,0-2-0] 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 0.79 0.69 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.42 0.06 0.20 (loc) 12-13 12-13 7 12-13 l/defl >999 >879 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 305 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-13,2-12,4-9: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 4-4-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-1 max.): 1-3, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=2096/Mechanical, 7=2591/0-3-8 Max Horz 14=-168(LC 3) Max Uplift 14=-778(LC 3), 7=-709(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1944/678, 1-2=-3929/1331, 2-3=-5763/1757, 3-4=-4435/1402, 4-5=-2659/841, 5-7=-3479/1013 BOT CHORD 12-13=-1249/3929, 10-12=-1707/5781, 9-10=-1055/3578, 7-9=-736/2701 WEBS 1-13=-1463/4260, 2-13=-1378/411, 2-12=-498/2012, 3-12=-473/195, 3-10=-3034/909, 4-10=-983/2867, 4-9=-1268/457, 5-9=-522/1605 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, with BCDL = 10.0psf. 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) 14=778, 7=709. 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 300 Westvale Job Reference (optional) I38550095 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:01 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-fb5HNuzM9qLjdDxuWa8ZC75W8YAyT3O7CFeibXycocG NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 72 lb up at 0-6-12, 46 lb down and 75 lb up at 2-6-12, 46 lb down and 75 lb up at 4-6-12, 46 lb down and 75 lb up at 6-6-12, 46 lb down and 75 lb up at 8-6-12, 80 lb down and 67 lb up at 10-6-12, 165 lb down and 48 lb up at 12-6-12, 170 lb down and 47 lb up at 14-6-12, 170 lb down and 87 lb up at 16-6-12, 170 lb down and 114 lb up at 17-11-6, 170 lb down and 114 lb up at 19-0-4, 170 lb down and 114 lb up at 21-0-4, 170 lb down and 114 lb up at 23-0-4, 170 lb down and 87 lb up at 25-0-4, and 170 lb down and 47 lb up at 27-0-4, and 173 lb down and 81 lb up at 29-0-4 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, 4-5=-60, 5-8=-60, 9-14=-20, 9-29=-60, 7-29=-20 Concentrated Loads (lb) Vert: 15=-52 16=-46 17=-46 18=-46 19=-46 20=-80 21=-165(B) 22=-170 23=-170 24=-170 25=-170 26=-170 27=-170 28=-170 30=-170 31=-173(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 B19902684 Truss TG09 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 300 Westvale Job Reference (optional) I38550096 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-7ofgbE__v8TaENW44IfolKdkQySTCXYGRvOF8_ycocF Scale = 1:18.7 1 2 3 4 5 10 9 8 7 6 11 12 4x8 4x8 3x4 3x4 10x10 3x12 4x8 5x6 10x10 5x6 1-0-13 1-0-13 4-11-8 3-10-11 8-10-3 3-10-11 9-11-0 1-0-13 1-0-13 1-0-13 4-11-8 3-10-11 8-10-3 3-10-11 9-11-0 1-0-13 1-4-102-1-62-3-51-4-102-1-610.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-4-0,0-1-4], [4:0-4-0,0-1-4], [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.92 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.12 0.03 0.03 (loc) 8-9 7-8 6 8 l/defl >999 >961 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-9,5-7: 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=3989/0-3-8, 6=3629/0-3-8 Max Horz 10=-53(LC 3) Max Uplift 10=-266(LC 4), 6=-218(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2856/192, 2-3=-2169/158, 3-4=-1956/127, 4-5=-2566/150, 1-10=-4793/298, 5-6=-4306/226 BOT CHORD 8-9=-340/5404, 7-8=-340/5404 WEBS 2-9=-77/1552, 3-9=-3527/205, 3-8=-69/2654, 3-7=-3758/237, 4-7=-50/1367, 1-9=-247/3784, 5-7=-194/3408 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 0-2-0 oc, Except member 9-3 2x4 - 1 row at 0-9-0 oc, member 3-8 2x4 - 1 row at 0-9-0 oc, member 7-3 2x4 - 1 row at 0-9-0 oc, member 9-1 2x4 - 1 row at 0-9-0 oc, member 7-5 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) 10=266, 6=218. 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) 1506 lb down and 61 lb up at 0-8-12, 71 lb down and 200 lb up at 1-0-13, 1502 lb down and 63 lb up at 2-8-12, 13 lb down and 23 lb up at 2-9-4, 1332 lb down and 30 lb up at 4-8-12, 13 lb down and 23 lb up at 4-9-4, 1355 lb down and 26 lb up at 6-8-12, 13 lb down and 23 lb up at 6-9-4, and 1312 lb down and 30 lb up at 8-8-12, and 71 lb down and 200 lb up at 8-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG09 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 300 Westvale Job Reference (optional) I38550096 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:02 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-7ofgbE__v8TaENW44IfolKdkQySTCXYGRvOF8_ycocF LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 9=-1427(B=-1506) 8=-1332(B) 7=-1232(B=-1312) 11=-1502(B) 12=-1355(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 B19902684 Truss TG10 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550097 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-b_D2oa_cgRbRsX5Ge?A1HYA_EM_wx86PfZ7pgQycocE Scale = 1:17.2 1 2 3 4 7 6 58 4x8 2x4 4x6 2x4 3x4 3x6 1-4-13 1-4-13 5-5-8 4-0-11 -1-6-8 1-6-8 1-4-13 1-4-13 5-5-8 4-0-11 1-4-102-4-132-6-102-4-1310.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4] 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 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (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: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=188/Mechanical, 7=297/0-3-8 Max Horz 7=107(LC 5) Max Uplift 5=-66(LC 6), 7=-124(LC 5) Max Grav 5=193(LC 10), 7=297(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-308/124 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=124. 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) 44 lb down and 106 lb up at 1-4-13, and 16 lb down and 37 lb up at 3-6-4 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): 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=39 8=-9 September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss TG11 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550098 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-b_D2oa_cgRbRsX5Ge?A1HYA_EM_yx9EPfZ7pgQycocE Scale = 1:17.2 1 2 3 4 7 6 5 4x8 2x4 4x6 2x4 3x4 3x6 1-4-13 1-4-13 5-5-8 4-0-11 -1-6-8 1-6-8 1-4-13 1-4-13 5-5-8 4-0-11 1-4-102-4-132-6-102-4-1310.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4] 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 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=180/Mechanical, 7=287/0-3-8 Max Horz 7=107(LC 5) Max Uplift 5=-33(LC 6), 7=-82(LC 5) Max Grav 5=185(LC 10), 7=287(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-294/68 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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) 28 lb down and 108 lb up at 1-4-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=48 September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550099 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-3AmQ0w?ERljIUggSCiiGqlj7bmIbgZgZuDtMCsycocD Scale = 1:46.4 1 2 3 4 7 6 53x6 4x8 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 1-6-8 1-6-3 11-9-12 10-3-4 1-6-8 1-6-8 9-7-12 8-1-4 11-9-12 2-2-0 0-0-47-10-108-0-77-10-1010.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-4] 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-S 0.39 0.24 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 11-9-7. (lb) - Max Horz 1=235(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 7=-165(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=325(LC 1), 7=534(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-331/219 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 7=165. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550100 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-3AmQ0w?ERljIUggSCiiGqlj9QmI0gaUZuDtMCsycocD Scale: 1/4"=1' 1 2 3 4 7 6 53x4 4x6 2x4 2x4 2x4 2x4 2x4 10-2-9 10-2-9 9-2-1 9-2-1 10-2-9 1-0-8 0-0-47-7-116-9-510.00 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 0.27 0.21 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 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.All bearings 10-2-4. (lb) - Max Horz 1=209(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 7=-155(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=338(LC 1), 7=507(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-313/211 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 7=155. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550101 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-YNKoDG0sC3r96qFflQDVNzFLXAf0P1Ni7tcwlIycocC Scale = 1:41.6 1 2 3 4 7 6 582x4 4x6 2x4 2x4 2x4 2x4 2x4 8-7-6 8-7-6 7-6-14 7-6-14 8-7-6 1-0-8 0-0-46-3-115-5-510.00 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 0.25 0.17 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 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.All bearings 8-7-1. (lb) - Max Horz 1=168(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 7=-125(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=356(LC 1), 7=373(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-255/178 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 7=125. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550102 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-0ZuARc1VzMz0j_qrJ7kkvAoTHZ_G8UQsMXMTHlycocB Scale = 1:33.0 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 7-0-2 7-0-2 5-11-10 5-11-10 7-0-2 1-0-8 0-0-44-11-114-1-510.00 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 0.44 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 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.All bearings 6-11-14. (lb) - Max Horz 1=126(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-111(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=250(LC 1), 7=297(LC 10) 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, 5, 6 except (jt=lb) 7=111. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550103 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-0ZuARc1VzMz0j_qrJ7kkvAoQgZz28VBsMXMTHlycocB Scale = 1:24.9 1 2 3 5 42x4 4x6 2x4 2x4 2x4 5-4-15 5-4-15 4-4-7 4-4-7 5-4-15 1-0-8 0-0-43-7-112-9-510.00 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 0.61 0.31 0.04 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: 16 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 5-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=151/5-4-10, 4=3/5-4-10, 5=239/5-4-10 Max Horz 1=85(LC 6) Max Uplift 4=-41(LC 2), 5=-8(LC 6) 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) 4, 5. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550104 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-UlSZey17kg5tL8O1trFzSOLhXzMUtyp?aB50pBycocA Scale = 1:14.4 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 3-9-12 3-9-12 2-9-4 2-9-4 3-9-12 1-0-8 0-0-42-3-111-5-510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.10 0.02 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=90/3-9-7, 4=26/3-9-7, 5=148/3-9-7 Max Horz 1=44(LC 6) Max Uplift 1=-2(LC 7), 4=-20(LC 7), 5=-2(LC 6) 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 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550105 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-UlSZey17kg5tL8O1trFzSOLkazN7ty6?aB50pBycocA Scale = 1:7.6 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 2-2-9 2-2-4 1-2-1 1-2-1 2-2-9 1-0-8 0-0-40-11-110-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=61/2-3-8, 3=61/2-3-8 Max Horz 1=-15(LC 4) Max Uplift 1=-2(LC 6), 3=-2(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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550106 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-yy0xrH2lV_DkzIzERYmC_btqtNf5cPp8prraLdycoc9 Scale = 1:14.2 1 2 3 4 6 5 2x4 5x6 5x6 2x4 2x4 2x4 0-0-5 0-0-5 1-5-6 1-5-1 6-0-6 4-7-0 7-5-12 1-5-6 1-5-6 1-5-6 6-0-6 4-7-0 7-5-12 1-5-6 0-0-41-0-111-2-80-0-41-0-1110.00 12 Plate Offsets (X,Y)-- [2:0-3-13,Edge], [3:0-3-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.27 0.04 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: 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 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-5-2. (lb) - Max Horz 1=-19(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 6=274(LC 10), 5=274(LC 11) 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902684 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 300 Westvale Job Reference (optional) I38550107 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Sep 17 07:05:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:ORWLH2jaG0ceGHNVc8WVG7yd5kf-yy0xrH2lV_DkzIzERYmC_btuWNjlcPA8prraLdycoc9 Scale = 1:8.7 1 2 3 4 6 5 2x4 4x6 4x6 2x4 2x4 2x4 0-0-5 0-0-5 1-5-6 1-5-1 2-10-0 1-4-10 4-3-5 1-5-6 1-5-6 1-5-6 2-10-0 1-4-10 4-3-5 1-5-6 0-0-41-0-111-2-80-0-41-0-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.04 0.01 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: 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 4-3-5 oc purlins, except 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-2-12. (lb) - Max Horz 1=-19(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6, 5 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 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