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HomeMy WebLinkAboutBldg H - Roof Truss Sealed16023 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). June 12,2020 Liu, Xuegang Pages or sheets covered by this seal: I41630441 thru I41630470 My license renewal date for the state of Indiana is July 31, 2020. J20002365 ONYX + EAST - UWC BLDG. H ROOF 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630442 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-_xKE_uktM_c8YY5r?fDHVwWbO5w7VfTXZ20Xmhz7K1G Scale = 1:10.1 1 2 3 10 4 11 12 5 4x6 3x4 3-5-63-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-131-5-90-3-151-1-101-5-92.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.05 0.01 0.00 (loc) 5-8 5-8 2 8 l/defl >852 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=37(LC 8) Max Uplift 4=-19(LC 8), 2=-54(LC 8) Max Grav 4=128(LC 19), 2=452(LC 20), 5=391(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-550/28 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 4 and 54 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 14 lb up at 2-0-6 on top chord, and 250 lb down and 2 lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=2(B) June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630443 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-S7ucBElV7Ik?9hg1ZNkW283mgVFYE6jgoil4I7z7K1F Scale = 1:10.1 1 2 9 3 10 4 4x6 3x4 3-5-63-5-6 3-5-6 3-5-6 0-7-131-5-90-3-151-1-101-5-92.83 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.61 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.06 0.01 0.01 (loc) 4-7 4-7 1 4-7 l/defl >839 >731 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 1=24(LC 8) Max Uplift 1=-5(LC 8), 3=-22(LC 8) Max Grav 1=446(LC 20), 3=131(LC 19), 4=368(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-621/29 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 22 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 24 lb up at 1-8-14 on top chord, and 250 lb down and 0 lb up at 1-8-14 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: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=-2(F) June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630444 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-PW0Mcwmlfv_jP?qQgom_7Z86dIxqi0CzG0EBN0z7K1D Scale = 1:10.1 1 2 3 10 4 11 12 5 4x6 3x4 3-5-63-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-131-5-92.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.56 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.05 0.01 0.00 (loc) 5-8 5-8 2 8 l/defl >852 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=37(LC 8) Max Uplift 4=-19(LC 8), 2=-54(LC 8) Max Grav 4=128(LC 19), 2=452(LC 20), 5=391(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-550/28 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 4 and 54 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 14 lb up at 2-0-6 on top chord, and 250 lb down and 2 lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=2(F) June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630445 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-tialqFnNQD6Z09PcEVIDfmgHviGFRTS6Ug_lvSz7K1C Scale = 1:10.1 1 2 9 3 10 4 4x6 3x4 3-5-63-5-6 3-5-6 3-5-6 0-7-131-5-92.83 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.61 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.06 0.01 0.01 (loc) 4-7 4-7 1 4-7 l/defl >839 >731 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 1=24(LC 8) Max Uplift 1=-5(LC 8), 3=-22(LC 8) Max Grav 1=446(LC 20), 3=131(LC 19), 4=368(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-621/29 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 22 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 24 lb up at 1-8-14 on top chord, and 250 lb down and 0 lb up at 1-8-14 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: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=-2(B) June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss GE01 Truss Type Roof Special Structural Gable Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630446 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-HHFtSHqGj8U8tc7BvdrwHPIl6wHJef2ZAeCPWnz7K19 Scale = 1:68.3 Sheet Front Left Option 0-0-81 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 24 2322 25 26 27 21 3x6 5x12 6x10 5x6 3x8 4x10 4x6 4x6 5x8 WB 3x12 3x4 3x4 2x4 3x8 4x8 3x4 5x12 4x10 3x6 3x6 4x8 2x4 0-0-8 0-0-8 2-0-0 1-11-8 9-0-6 7-0-6 18-6-0 9-5-10 20-6-0 2-0-0 29-11-10 9-5-10 39-0-0 9-0-6 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 19-5-15 0-11-15 19-6-0 0-0-1 20-6-0 1-0-0 25-11-15 5-5-15 32-7-11 6-7-11 39-0-0 6-4-5 39-10-8 0-10-8 0-7-136-5-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-6], [3:0-4-8,0-2-4], [5:0-3-8,0-1-8], [7:0-3-11,0-3-0], [13:0-0-0,0-2-6], [23:0-1-2,0-1-12], [24:0-0-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 12.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.66 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.64 0.16 0.17 (loc) 18-20 18-20 13 18-20 l/defl >999 >690 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7,7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 6-10-1, Right 2x4 SPF-S Stud 3-3-6 BRACING- TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. WEBS 1 Row at midpt 9-17, 5-18 REACTIONS. (size)2=2-3-8, 13=0-3-8, 21=0-3-8 Max Horz 2=85(LC 11) Max Uplift 2=-182(LC 12), 13=-150(LC 12) Max Grav 2=1439(LC 1), 13=1753(LC 1), 21=388(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3840/744, 3-5=-3195/622, 5-6=-2743/596, 6-7=-2580/578, 7-8=-2583/577, 8-9=-2739/588, 9-11=-3691/666, 11-13=-3958/729 BOT CHORD 2-21=-652/3506, 20-21=-652/3506, 18-20=-517/3074, 17-18=-355/2627, 15-17=-497/3146, 13-15=-619/3624 WEBS 7-17=-637/138, 8-17=-215/1188, 9-17=-817/233, 9-15=0/565, 11-15=-251/173, 7-18=-631/136, 18-24=-207/1165, 6-24=-211/1167, 5-23=-685/217, 18-23=-731/233, 20-22=-5/451, 3-22=-404/62 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-0-5, Interior(1) 3-0-5 to 18-6-0, Exterior(2E) 18-6-0 to 19-6-0, Interior(1) 19-6-0 to 20-6-0, Exterior(2R) 20-6-0 to 24-4-13, Interior(1) 24-4-13 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 182 lb uplift at joint 2 and 150 lb uplift at joint 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss GE01A Truss Type Roof Special Structural Gable Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630447 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-DgNetzrWFlls7wHZ12tOMqO4bjyn6ZXreyhWafz7K17 Scale = 1:68.3 Sheet Back Left Option 0-0-81 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 24 2322 25 26 27 21 3x6 5x12 6x10 5x6 3x8 4x10 4x6 4x6 5x8 WB 3x12 3x4 3x4 2x4 3x8 4x8 3x4 5x12 4x10 3x6 3x6 4x8 2x4 0-0-8 0-0-8 2-0-0 1-11-8 9-0-6 7-0-6 18-6-0 9-5-10 20-6-0 2-0-0 29-11-10 9-5-10 39-0-0 9-0-6 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 19-5-15 0-11-15 19-6-0 0-0-1 20-6-0 1-0-0 25-11-15 5-5-15 32-7-11 6-7-11 39-0-0 6-4-5 39-10-8 0-10-8 0-7-136-5-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-6], [3:0-4-8,0-2-4], [5:0-3-8,0-1-8], [7:0-3-11,0-3-0], [13:0-0-0,0-2-6], [23:0-1-2,0-1-12], [24:0-0-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 12.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.66 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.64 0.16 0.17 (loc) 18-20 18-20 13 18-20 l/defl >999 >690 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7,7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 6-10-1, Right 2x4 SPF-S Stud 3-3-6 BRACING- TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. WEBS 1 Row at midpt 9-17, 5-18 REACTIONS. (size)2=2-3-8, 13=0-3-8, 21=0-3-8 Max Horz 2=85(LC 11) Max Uplift 2=-182(LC 12), 13=-150(LC 12) Max Grav 2=1439(LC 1), 13=1753(LC 1), 21=388(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3840/744, 3-5=-3195/622, 5-6=-2743/596, 6-7=-2580/578, 7-8=-2583/577, 8-9=-2739/588, 9-11=-3691/666, 11-13=-3958/729 BOT CHORD 2-21=-652/3506, 20-21=-652/3506, 18-20=-517/3074, 17-18=-355/2627, 15-17=-497/3146, 13-15=-619/3624 WEBS 7-17=-637/138, 8-17=-215/1188, 9-17=-817/233, 9-15=0/565, 11-15=-251/173, 7-18=-631/136, 18-24=-207/1165, 6-24=-211/1167, 5-23=-685/217, 18-23=-731/233, 20-22=-5/451, 3-22=-404/62 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-0-5, Interior(1) 3-0-5 to 18-6-0, Exterior(2E) 18-6-0 to 19-6-0, Interior(1) 19-6-0 to 20-6-0, Exterior(2R) 20-6-0 to 24-4-13, Interior(1) 24-4-13 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 182 lb uplift at joint 2 and 150 lb uplift at joint 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss GE02 Truss Type Roof Special Structural Gable Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630448 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-isx04Js8?3tjk4smbmOdv1wFL7I0r?n?tcR376z7K16 Scale = 1:68.3 Sheet Front Right Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 22 23 24 25 26 27 15 3x8 5x6 6x10 5x12 3x6 4x10 3x6 3x6 4x8 3x8 4x8 3x4 5x12 3x12 3x4 3x4 2x4 4x10 4x6 4x6 5x8 WB 2x4 9-0-6 9-0-6 18-6-0 9-5-10 20-6-0 2-0-0 29-11-10 9-5-10 37-0-0 7-0-6 38-11-8 1-11-8 39-0-0 0-0-8 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 19-6-0 1-0-0 19-6-1 0-0-1 20-6-0 0-11-15 25-11-15 5-5-15 32-7-11 6-7-11 39-0-0 6-4-5 39-10-8 0-10-8 0-7-136-5-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [8:0-3-11,0-3-0], [10:0-3-8,0-1-8], [12:0-4-8,0-2-4], [13:Edge,0-2-6], [22:0-0-0,0-1-14], [23:0-1-2,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 12.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.66 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.64 0.16 0.17 (loc) 16-18 16-18 13 16-18 l/defl >999 >690 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-8,8-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-3-6, Right 2x6 SPF No.2 6-10-1 BRACING- TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. WEBS 1 Row at midpt 10-18, 6-19 REACTIONS. (size)2=0-3-8, 13=2-3-8, 15=0-3-8 Max Horz 2=85(LC 11) Max Uplift 2=-150(LC 12), 13=-182(LC 12) Max Grav 2=1753(LC 1), 13=1439(LC 1), 15=388(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3958/728, 4-6=-3691/668, 6-7=-2739/583, 7-8=-2583/579, 8-9=-2580/576, 9-10=-2743/598, 10-12=-3195/621, 12-13=-3840/745 BOT CHORD 2-21=-634/3624, 19-21=-517/3146, 18-19=-356/2627, 16-18=-498/3074, 15-16=-639/3506, 13-15=-639/3506 WEBS 8-18=-631/139, 18-22=-209/1165, 9-22=-213/1167, 18-23=-731/234, 10-23=-685/218, 16-24=-5/451, 8-19=-637/135, 7-19=-213/1188, 6-19=-817/232, 6-21=0/565, 4-21=-251/174, 12-24=-404/63 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-0-5, Interior(1) 3-0-5 to 18-6-0, Exterior(2E) 18-6-0 to 19-6-0, Interior(1) 19-6-0 to 20-6-0, Exterior(2R) 20-6-0 to 24-4-13, Interior(1) 24-4-13 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 150 lb uplift at joint 2 and 182 lb uplift at joint 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss GE02A Truss Type Roof Special Structural Gable Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630449 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-eF3mV?tPXg7R_O08iBR5_S0brx_TJvHIKwwAB_z7K14 Scale = 1:68.3 Sheet Back Right Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 22 23 24 25 26 27 15 3x8 5x6 6x10 5x12 3x6 4x10 3x6 3x6 4x8 3x8 4x8 3x4 5x12 3x12 3x4 3x4 2x4 4x10 4x6 4x6 5x8 WB 2x4 9-0-6 9-0-6 18-6-0 9-5-10 20-6-0 2-0-0 29-11-10 9-5-10 37-0-0 7-0-6 38-11-8 1-11-8 39-0-0 0-0-8 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 19-6-0 1-0-0 19-6-1 0-0-1 20-6-0 0-11-15 25-11-15 5-5-15 32-7-11 6-7-11 39-0-0 6-4-5 39-10-8 0-10-8 0-7-136-5-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [8:0-3-11,0-3-0], [10:0-3-8,0-1-8], [12:0-4-8,0-2-4], [13:Edge,0-2-6], [22:0-0-0,0-1-14], [23:0-1-2,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 12.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.66 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.64 0.16 0.17 (loc) 16-18 16-18 13 16-18 l/defl >999 >690 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 7-8,8-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-3-6, Right 2x6 SPF No.2 6-10-1 BRACING- TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. WEBS 1 Row at midpt 10-18, 6-19 REACTIONS. (size)2=0-3-8, 13=2-3-8, 15=0-3-8 Max Horz 2=85(LC 11) Max Uplift 2=-150(LC 12), 13=-182(LC 12) Max Grav 2=1753(LC 1), 13=1439(LC 1), 15=388(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3958/728, 4-6=-3691/668, 6-7=-2739/583, 7-8=-2583/579, 8-9=-2580/576, 9-10=-2743/598, 10-12=-3195/621, 12-13=-3840/745 BOT CHORD 2-21=-634/3624, 19-21=-517/3146, 18-19=-356/2627, 16-18=-498/3074, 15-16=-639/3506, 13-15=-639/3506 WEBS 8-18=-631/139, 18-22=-209/1165, 9-22=-213/1167, 18-23=-731/234, 10-23=-685/218, 16-24=-5/451, 8-19=-637/135, 7-19=-213/1188, 6-19=-817/232, 6-21=0/565, 4-21=-251/174, 12-24=-404/63 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-0-5, Interior(1) 3-0-5 to 18-6-0, Exterior(2E) 18-6-0 to 19-6-0, Interior(1) 19-6-0 to 20-6-0, Exterior(2R) 20-6-0 to 24-4-13, Interior(1) 24-4-13 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 150 lb uplift at joint 2 and 182 lb uplift at joint 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss GE03 Truss Type GABLE Qty 4 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630450 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-W0IHLMxvbvdsT?Jwx0V18IARwYVFFt9tFYuNKlz7K10 Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 21 22 23 24 25 26 27 2829 30 31 32 33 34 35 36 37 66 65 64 63 62 61 60 59 58 57 5655 54 53 52 51 50 49 48 47 4645 44 43 42 41 40 39 38 67 683x6 3x6 5x6 3x6 3x6 3x6 3x4 5x6 5x6 3x6 3x4 39-0-039-0-0 -0-10-8 0-10-8 18-6-0 18-6-0 19-6-0 1-0-0 20-6-0 1-0-0 39-0-0 18-6-0 39-10-8 0-10-8 0-7-136-5-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [18:0-3-0,Edge], [20:0-3-0,Edge], [36:0-4-2,Edge], [47:0-0-0,0-1-12], [48:0-1-12,0-0-0], [56:0-1-12,0-0-0], [57:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 36 36 36 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5, Right 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 39-0-0. (lb) - Max Horz 2=85(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 52, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 50, 49, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 36 Max Grav All reactions 250 lb or less at joint(s) 2, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 51, 50, 49, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 36 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 3-0-5, Exterior(2N) 3-0-5 to 18-6-0, Corner(3E) 18-6-0 to 19-5-15, Exterior(2N) 19-5-15 to 20-6-0, Corner(3R) 20-6-0 to 24-4-13, Exterior(2N) 24-4-13 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 52, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 50, 49, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 36. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss J01 Truss Type Jack-Closed Qty 20 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630451 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-_CsfYixXMDlj49u6Vk1GhVjXeyha_Lg1UCdxtCz7K1? Scale: 3/4"=1' 1 2 3 4 5 10 11 12 2x4 2x4 3x6 3x4 5-5-95-5-9 -0-10-8 0-10-8 5-5-9 5-5-9 0-7-132-5-114.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.66 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.02 0.07 (loc) 5-8 5-8 2 5-8 l/defl >573 >407 n/a >960 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=67(LC 12) Max Uplift 5=-27(LC 12), 2=-35(LC 12) Max Grav 5=355(LC 27), 2=375(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-476/36 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 5-3-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss J02 Truss Type JACK-CLOSED Qty 6 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630452 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-TPQ1m2y97WtaiJTI3RYVEjGiTL1ljowAisNUPez7K1_ Scale: 3/4"=1' 1 2 3 4 9 10 11 3x6 3x4 2x4 2x4 5-5-95-5-9 5-5-9 5-5-9 0-7-132-5-114.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.66 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.02 0.07 (loc) 4-7 4-7 1 4-7 l/defl >572 >402 n/a >935 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 4=Mechanical Max Horz 1=53(LC 12) Max Uplift 1=-4(LC 12), 4=-29(LC 12) Max Grav 1=356(LC 25), 4=356(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-502/36 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 5-3-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss J03 Truss Type HALF HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630453 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-xb_PzOzouq?RKS2Uc93kmwostlOfSFEKxW61w4z7K0z Scale: 3/4"=1' 1 2 3 4 5 10 11 12 3x6 3x4 2x4 3x4 5x6 4-5-44-5-4 5-5-91-0-5 4-5-4 4-5-4 5-5-9 1-0-5 0-7-132-0-02-1-92-0-04.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.40 0.62 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.02 0.04 (loc) 5-8 5-8 1 5-8 l/defl >632 >467 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 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. (size)1=0-3-8, 5=Mechanical Max Horz 1=41(LC 12) Max Uplift 1=-8(LC 12), 5=-24(LC 12) Max Grav 1=356(LC 29), 5=356(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-594/33 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 4-5-4, Exterior(2E) 4-5-4 to 5-3-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 1, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss J04 Truss Type Half Hip Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630454 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-PnYoBk_Qf87IxcdhAsazJ8L1j9kyBiRTAAsbSXz7K0y Scale: 3/4"=1' 1 2 3 4 5 6 11 12 13 2x4 3x6 3x4 3x4 5x6 4-5-44-5-4 5-5-91-0-5 -0-10-8 0-10-8 4-5-4 4-5-4 5-5-9 1-0-5 0-7-132-0-02-1-92-0-04.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.62 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.02 0.04 (loc) 6-9 6-9 2 6-9 l/defl >633 >472 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=Mechanical Max Horz 2=65(LC 11) Max Uplift 2=-47(LC 12), 6=-15(LC 12) Max Grav 2=375(LC 29), 6=355(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-564/54 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 4-5-4, Exterior(2E) 4-5-4 to 5-3-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss J05 Truss Type Jack-Open Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630455 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-t_5AO4_2QRF9ZmCtka5CrLuGRZ94w9fcPqb8?zz7K0x Scale = 1:10.2 1 2 5 3 6 4 3x6 2-5-42-5-4 -0-10-8 0-10-8 2-5-4 2-5-4 0-7-131-5-91-1-61-5-94.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (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: 7 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=48(LC 12) Max Uplift 5=-39(LC 12), 3=-18(LC 12) Max Grav 5=320(LC 24), 3=54(LC 1), 4=271(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630456 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-LAfYbP?gBlN0Bwn3IHcROZQSrzW1fcvmdULiXPz7K0w Scale = 1:8.6 1 2 5 3 6 4 3x6 1-6-01-6-0 -0-10-8 0-10-8 1-6-0 1-6-0 0-7-131-1-130-9-101-1-134.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=39(LC 12) Max Uplift 5=-42(LC 12), 3=-8(LC 9) Max Grav 5=305(LC 24), 3=22(LC 1), 4=261(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630457 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-pMDwpl0Iy3Vto4MGr?7gxmzdbMsGO39vs74F3rz7K0v Scale = 1:8.6 1 2 5 3 6 4 3x6 1-6-01-6-0 -0-10-8 0-10-8 1-6-0 1-6-0 0-7-131-1-130-9-101-1-134.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=39(LC 12) Max Uplift 5=-42(LC 12), 3=-8(LC 9) Max Grav 5=305(LC 24), 3=22(LC 1), 4=261(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss J08 Truss Type Jack-Open Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630458 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-pMDwpl0Iy3Vto4MGr?7gxmzd8MrUO39vs74F3rz7K0v Scale = 1:10.2 1 4 2 5 3 3x6 2-5-42-5-4 2-5-4 2-5-4 0-7-131-5-91-1-61-5-94.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=22(LC 12) Max Uplift 2=-22(LC 12) Max Grav 4=295(LC 24), 2=63(LC 1), 3=272(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630459 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-mlLhER2YTgmb2NWezPA80B2zZAYhszfCJRZM8kz7K0t Scale = 1:8.6 1 4 2 5 3 3x6 1-6-01-6-0 1-6-0 1-6-0 0-7-131-1-130-9-101-1-134.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 3-4 3-4 2 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 4 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=13(LC 12) Max Uplift 2=-15(LC 12) Max Grav 4=277(LC 24), 2=38(LC 1), 3=263(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630460 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-Exv3Rn2BE_uSfX4rX7hNYPb8JauwbQvMY5JvgAz7K0s Scale = 1:8.6 1 4 2 5 3 3x6 1-6-01-6-0 1-6-0 1-6-0 0-7-131-1-134.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 3-4 3-4 2 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 4 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=13(LC 12) Max Uplift 2=-15(LC 12) Max Grav 4=277(LC 24), 2=38(LC 1), 3=263(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss JG01 Truss Type Half Hip Girder Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630461 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-i8TRf73p?H0JHhf14qCc5c7CU_2uKnVVnl2TCdz7K0r Scale = 1:12.3 1 2 3 4 5 7 6 8 9 10 5x6 2x4 3x6 3x8 3x4 3x6 2-5-42-5-4 5-5-93-0-5 -0-10-8 0-10-8 2-5-4 2-5-4 5-5-9 3-0-5 0-7-131-4-21-5-91-4-24.00 12 Plate Offsets (X,Y)-- [2:0-4-2,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.92 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.07 0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >966 >890 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 4-4-5 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8 Max Horz 2=29(LC 8) Max Uplift 6=-20(LC 5), 2=-43(LC 8) Max Grav 6=734(LC 27), 2=726(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1368/0 BOT CHORD 2-7=-5/1242, 6-7=-10/1131 WEBS 4-7=0/847, 4-6=-1212/11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; 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) 6, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 41 lb up at 2-5-4, and 20 lb down and 31 lb up at 3-6-5 on top chord, and 362 lb down at 2-5-4, and 251 lb down at 3-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss JG01 Truss Type Half Hip Girder Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630461 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:44 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-i8TRf73p?H0JHhf14qCc5c7CU_2uKnVVnl2TCdz7K0r LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 4=-4(B) 7=-13(B) 10=-1(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss JG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630462 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-AK0psT4Rmb8AvrEDeYjreqgNJNOL3Dne0Po0k3z7K0q Scale = 1:11.8 1 2 3 4 6 5 7 8 9 103x8 3x4 5x6 2x4 3x6 3x6 2-5-42-5-4 5-5-93-0-5 2-5-4 2-5-4 5-5-9 3-0-5 0-7-131-4-21-5-91-4-24.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.84 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.07 0.01 0.00 (loc) 5-6 5-6 5 6 l/defl >998 >912 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 4-4-7 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. (size)1=0-3-8, 5=Mechanical Max Horz 1=32(LC 8) Max Uplift 1=-11(LC 8), 5=-21(LC 4) Max Grav 1=708(LC 25), 5=719(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1371/3 BOT CHORD 1-6=-10/1246, 5-6=-16/1136 WEBS 3-6=0/841, 3-5=-1217/17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 46 lb up at 2-5-4, and 23 lb down and 37 lb up at 3-3-13 on top chord, and 340 lb down at 2-2-12, and 252 lb down at 3-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 1-5=-20 Continued on page 2 June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss JG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630462 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:45 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-AK0psT4Rmb8AvrEDeYjreqgNJNOL3Dne0Po0k3z7K0q LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-6(F) 6=-21(F) 7=-3(F) 9=-7(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss T01 Truss Type COMMON Qty 15 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630463 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-aviyUU6J3WWkmJzoJgHYFSIp9bQYGR85iN0gLOz7K0n Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 27 28 29 30 35 31 36 32 33 37 34 38 3x8 5x6 3x8 5x12 3x6 5x8 WB 4x8 3x6 3x4 2x4 3x6 3x4 2x4 5x12 3x6 5x8 WB 9-0-69-0-6 18-6-09-5-10 27-11-109-5-10 37-0-09-0-6 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 23-11-15 5-5-15 30-7-11 6-7-11 37-0-0 6-4-5 37-10-8 0-10-8 0-7-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [12:Edge,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.87 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.82 0.14 0.19 (loc) 16-18 16-18 12 16-18 l/defl >913 >543 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-84(LC 10) Max Uplift 2=-142(LC 12), 12=-142(LC 12) Max Grav 2=1533(LC 1), 12=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3388/674, 4-6=-3150/612, 6-7=-2314/527, 7-8=-2314/527, 8-10=-3150/612, 10-12=-3388/674 BOT CHORD 2-18=-566/3154, 16-18=-447/2686, 14-16=-448/2686, 12-14=-568/3154 WEBS 7-16=-186/1160, 8-16=-746/237, 8-14=0/557, 10-14=-302/173, 6-16=-746/237, 6-18=0/557, 4-18=-302/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 18-6-0, Exterior(2R) 18-6-0 to 22-2-6, Interior(1) 22-2-6 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 12=142. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss T02 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630464 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-25GKiq7xqqebNSY_tOonogr0n?oT?w3Ew1mDtqz7K0m Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 11 12 1314 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 3x6 5x6 6x6 3x6 5x12 3x6 5x8 WB3x4 2x4 3x6 3x8 3x6 3x6 3x4 2x4 5x12 3x6 5x8 WB 8-10-88-10-8 17-5-98-7-0 19-6-72-0-14 28-1-88-7-0 37-0-08-10-8 -0-10-8 0-10-8 6-0-3 6-0-3 11-8-14 5-8-11 17-5-9 5-8-11 19-6-7 2-0-14 25-3-2 5-8-11 30-11-13 5-8-11 37-0-0 6-0-3 37-10-8 0-10-8 0-7-136-4-26-5-110-7-136-4-24.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [13:0-0-0,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.76 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.63 0.14 0.19 (loc) 15-17 15-17 13 15-17 l/defl >999 >702 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,10-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-7-11 oc purlins, except 2-0-0 oc purlins (3-9-13 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=-78(LC 10) Max Uplift 2=-142(LC 12), 13=-142(LC 12) Max Grav 2=1533(LC 1), 13=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3370/717, 4-6=-3166/664, 6-7=-2447/593, 7-8=-2259/592, 8-9=-2444/591, 9-11=-3167/649, 11-13=-3371/706 BOT CHORD 2-20=-614/3134, 18-20=-532/2805, 17-18=-343/2256, 15-17=-511/2805, 13-15=-595/3134 WEBS 6-20=0/481, 6-18=-696/222, 7-18=-88/522, 8-17=-76/611, 9-17=-699/224, 9-15=0/482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 17-5-9, Exterior(2E) 17-5-9 to 19-6-7, Exterior(2R) 19-6-7 to 24-9-4, Interior(1) 24-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 13=142. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss T03 Truss Type Hip Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630465 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-P33DlYB4fMGuUEQygxNyVjYsH0RTgJNz4JT_Z1z7K0h Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 26 27 28 29 30 31 32 33 34 35 36 37 38 3x6 5x12 5x8 3x6 5x8 3x6 4x6 3x6 2x4 3x4 3x8 3x6 2x4 5x8 3x6 4x6 7-10-87-10-8 15-5-97-7-0 21-6-76-0-14 29-1-87-7-0 37-0-07-10-8 -0-10-8 0-10-8 7-10-8 7-10-8 15-5-9 7-7-0 21-6-7 6-0-14 29-1-8 7-7-0 37-0-0 7-10-8 0-7-135-8-25-9-110-7-135-8-24.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-2-6], [6:0-6-0,0-1-11], [11:0-0-0,0-2-14] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.97 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.58 0.15 0.17 (loc) 15-17 15-17 11 15-17 l/defl >999 >770 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 3-0-1 oc purlins, except 2-0-0 oc purlins (3-1-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=71(LC 11) Max Uplift 2=-142(LC 12), 11=-112(LC 12) Max Grav 2=1533(LC 1), 11=1479(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3364/753, 4-6=-2699/665, 6-7=-2488/672, 7-9=-2701/663, 9-11=-3370/753 BOT CHORD 2-17=-659/3128, 15-17=-659/3128, 14-15=-478/2487, 12-14=-647/3134, 11-12=-647/3134 WEBS 4-17=0/351, 4-15=-719/195, 6-15=0/503, 7-14=-4/468, 9-14=-725/197, 9-12=0/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 15-5-9, Exterior(2R) 15-5-9 to 20-8-6, Interior(1) 20-8-6 to 21-6-7, Exterior(2R) 21-6-7 to 26-9-4, Interior(1) 26-9-4 to 37-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 11=112. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss T04 Truss Type Hip Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630466 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-LRBzADCLAzWcjXaKnMQQa8dE9p8T89?GXdy5dwz7K0f Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 25 26 27 28 29 30 31 32 33 34 35 5x6 5x6 5x12 3x6 5x12 3x6 4x8 3x6 2x4 3x8 3x4 3x8 3x6 2x4 4x8 6-10-86-10-8 13-5-96-7-0 23-6-710-0-14 30-1-86-7-0 37-0-06-10-8 -0-10-8 0-10-8 6-10-8 6-10-8 13-5-9 6-7-0 18-6-0 5-0-7 23-6-7 5-0-7 30-1-8 6-7-0 37-0-0 6-10-8 0-7-135-0-45-1-110-7-135-0-44.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-6], [10:0-0-0,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.93 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.91 0.14 0.17 (loc) 13-14 13-14 10 14-16 l/defl >856 >486 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 3-3-3 oc purlins, except 2-0-0 oc purlins (3-4-2 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)10=0-3-8, 2=0-3-8 Max Horz 2=62(LC 11) Max Uplift 10=-112(LC 12), 2=-142(LC 12) Max Grav 10=1479(LC 1), 2=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3364/754, 4-5=-2914/669, 5-6=-2700/671, 6-7=-2701/670, 7-8=-2915/668, 8-10=-3371/754 BOT CHORD 2-16=-667/3132, 14-16=-667/3132, 13-14=-586/2895, 11-13=-654/3140, 10-11=-654/3140 WEBS 4-16=-4/294, 4-14=-497/177, 5-14=-40/562, 6-14=-421/137, 6-13=-420/136, 7-13=-41/563, 8-13=-499/179, 8-11=-3/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 13-5-9, Exterior(2R) 13-5-9 to 18-6-0, Interior(1) 18-6-0 to 23-6-7, Exterior(2R) 23-6-7 to 28-9-4, Interior(1) 28-9-4 to 37-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=112, 2=142. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss T05 Truss Type Hip Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630467 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:53:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-m0t6oFFDTuvAa?JvTUz7CnFer1D0LZ5iEbBlEFz7K0c Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5x12 5x12 5x12 3x6 5x12 3x6 4x8 3x6 2x4 3x4 3x12 2x4 3x4 3x6 2x4 4x8 5-5-65-5-6 11-5-96-0-3 18-6-07-0-7 25-6-77-0-7 31-6-106-0-3 37-0-05-5-6 -0-10-8 0-10-8 5-5-6 5-5-6 11-5-9 6-0-3 18-6-0 7-0-7 25-6-7 7-0-7 31-6-10 6-0-3 37-0-0 5-5-6 0-7-134-4-24-5-110-7-134-4-24.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-6], [5:0-6-0,0-1-11], [7:0-6-0,0-1-11], [10:0-0-0,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.69 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.56 0.14 0.21 (loc) 14 12-14 10 14 l/defl >999 >786 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed, except 2-0-0 oc purlins (3-8-13 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. REACTIONS. (size)10=0-3-8, 2=0-3-8 Max Horz 2=53(LC 11) Max Uplift 10=-112(LC 12), 2=-142(LC 12) Max Grav 10=1479(LC 1), 2=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3348/741, 4-5=-3099/703, 5-6=-3460/818, 6-7=-3460/818, 7-8=-3101/702, 8-10=-3357/742 BOT CHORD 2-17=-666/3122, 16-17=-666/3122, 14-16=-560/2904, 12-14=-550/2906, 11-12=-655/3131, 10-11=-655/3131 WEBS 4-17=-31/258, 4-16=-392/114, 5-16=0/420, 5-14=-145/794, 6-14=-523/233, 7-14=-143/792, 7-12=0/421, 8-12=-394/117, 8-11=-28/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 11-5-9, Exterior(2R) 11-5-9 to 16-8-6, Interior(1) 16-8-6 to 25-6-7, Exterior(2R) 25-6-7 to 30-9-4, Interior(1) 30-9-4 to 37-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=112, 2=142. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss T06 Truss Type Hip Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630468 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:54:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-AbYFQHH5mpHlRS1U8cXqqPtDMEBJXwe8wZPQraz7K0Z Scale = 1:65.6 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 24 25 2627 28 29 30 31 5x8 3x6 5x8 3x8 5x8 3x8 3x8 MT18HS3x12 2x4 3x6 3x4 3x6 3x12 2x4 5x8 3x8 MT18HS 9-5-99-5-9 18-6-09-0-7 27-6-79-0-7 37-0-09-5-9 -0-10-8 0-10-8 4-10-8 4-10-8 9-5-9 4-7-0 15-5-14 6-0-5 21-6-2 6-0-5 27-6-7 6-0-5 32-1-8 4-7-0 37-0-0 4-10-8 0-7-133-8-23-9-110-7-133-8-24.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-3-2], [12:0-0-10,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.90 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.83 0.16 0.25 (loc) 13-15 15-17 12 15 l/defl >958 >537 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 129 lb FT = 11% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-5-11, Right 2x4 SPF-S Stud 2-5-11 BRACING- TOP CHORD Sheathed or 3-5-4 oc purlins, except 2-0-0 oc purlins (2-5-10 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. WEBS 1 Row at midpt 6-17, 8-13 REACTIONS. (size)12=0-3-8, 2=0-3-8 Max Horz 2=-45(LC 10) Max Uplift 12=-112(LC 12), 2=-142(LC 12) Max Grav 12=1479(LC 1), 2=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3359/784, 4-5=-3273/692, 5-6=-3068/685, 6-8=-4046/863, 8-9=-3072/684, 9-10=-3277/697, 10-12=-3366/786 BOT CHORD 2-17=-687/3058, 15-17=-772/3966, 13-15=-788/3967, 12-13=-678/3067 WEBS 4-17=0/263, 5-17=-53/671, 6-17=-1126/273, 6-15=0/286, 8-15=0/285, 8-13=-1124/271, 9-13=-53/673, 10-13=0/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 9-5-9, Exterior(2R) 9-5-9 to 14-8-6, Interior(1) 14-8-6 to 27-6-7, Exterior(2R) 27-6-7 to 32-9-4, Interior(1) 32-9-4 to 37-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=112, 2=142. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss T07 Truss Type Hip Qty 2 Ply 1 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630469 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:54:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-aAEN3IJ_3kfKIwm3pl4XR2VibRDfkEZbcWe4Svz7K0W Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 2829 30 31 32 33 34 35 36 37 38 39 40 5x6 3x6 5x8 3x6 5x8 3x6 3x16 MT18HS4x10 2x4 3x12 3x4 3x4 3x4 3x12 4x10 2x4 5x6 3x16 MT18HS 7-5-97-5-9 15-5-27-11-9 21-6-146-1-12 29-6-77-11-9 37-0-07-5-9 -0-10-8 0-10-8 3-10-8 3-10-8 7-5-9 3-7-0 12-10-5 5-4-12 18-6-0 5-7-11 24-1-11 5-7-11 29-6-7 5-4-12 33-1-8 3-7-0 37-0-0 3-10-8 0-7-133-0-23-1-110-7-133-0-24.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-10], [13:0-0-0,0-2-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.86 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.94 0.17 0.36 (loc) 16-17 16-17 13 16-17 l/defl >940 >474 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 129 lb FT = 11% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 1 Row at midpt 6-19, 9-14 REACTIONS. (size)13=0-3-8, 2=0-3-8 Max Horz 2=36(LC 11) Max Uplift 13=-112(LC 12), 2=-142(LC 12) Max Grav 13=1479(LC 1), 2=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3259/734, 4-5=-3383/706, 5-6=-3181/690, 6-7=-4879/1000, 7-9=-4880/1005, 9-10=-3186/697, 10-11=-3389/714, 11-13=-3271/735 BOT CHORD 2-19=-656/3008, 17-19=-916/4581, 16-17=-982/5071, 14-16=-934/4583, 13-14=-646/3020 WEBS 4-19=0/381, 5-19=-74/725, 6-19=-1627/371, 6-17=0/476, 7-17=-301/118, 7-16=-300/117, 9-16=0/476, 9-14=-1625/369, 10-14=-74/728, 11-14=0/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 7-5-9, Exterior(2R) 7-5-9 to 12-10-5, Interior(1) 12-10-5 to 29-6-7, Exterior(2R) 29-6-7 to 34-9-4, Interior(1) 34-9-4 to 37-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=112, 2=142. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss TG01 Truss Type Hip Girder Qty 2 Ply 2 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630470 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:54:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-TxTuugMU6z9mnX4q2a9TcugUI3dmgzTAX8cHbgz7K0S Scale = 1:65.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 2526 27 28 29 30 31 32 33 34 35 6x16 4x8 4x10 4x10 6x18 MT18HS3x8 4x10 4x6 4x10 2x4 4x6 4x10 6x16 3x8 6x18 MT18HS 5-5-95-5-9 11-10-146-5-6 18-6-06-7-2 25-1-26-7-2 31-6-76-5-6 37-0-05-5-9 -0-10-8 0-10-8 5-5-9 5-5-9 11-10-14 6-5-6 18-6-0 6-7-2 25-1-2 6-7-2 31-6-7 6-5-6 37-0-0 5-5-9 0-7-132-4-42-5-110-7-132-4-44.00 12 Plate Offsets (X,Y)-- [11:0-3-8,0-2-0], [15:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 12.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.72 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.88 -1.43 0.17 0.46 (loc) 13-15 11-13 9 13 l/defl >500 >309 n/a >953 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 414 lb FT = 11% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-6,6-8: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-15,4-13,7-13,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-5-15 oc purlins, except 2-0-0 oc purlins (4-5-7 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 2=0-3-8 Max Horz 2=27(LC 39) Max Uplift 9=-440(LC 8), 2=-459(LC 8) Max Grav 9=4312(LC 35), 2=4348(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11234/1153, 3-4=-17824/1955, 4-5=-20455/2253, 5-7=-20455/2253, 7-8=-17828/1978, 8-9=-11237/1195 BOT CHORD 2-16=-1043/10544, 15-16=-1040/10426, 13-15=-1897/17823, 11-13=-1919/17827, 10-11=-1079/10425, 9-10=-1083/10544 WEBS 3-16=-41/1663, 3-15=-895/7870, 4-15=-1103/217, 4-13=-367/3005, 5-13=-427/118, 7-13=-344/3001, 7-11=-1094/210, 8-11=-878/7874, 8-10=-57/1673 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 9=440, 2=459. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads.Continued on page 2 June 12,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20002365 Truss TG01 Truss Type Hip Girder Qty 2 Ply 2 ONYX + EAST - UWC BLDG. H ROOF Job Reference (optional) I41630470 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 14:54:09 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-TxTuugMU6z9mnX4q2a9TcugUI3dmgzTAX8cHbgz7K0S NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 710 lb down and 44 lb up at 2-6-0, 331 lb down and 39 lb up at 4-6-0, 331 lb down and 51 lb up at 6-6-0, 331 lb down and 51 lb up at 8-6-0, 331 lb down and 51 lb up at 10-6-0, 331 lb down and 51 lb up at 12-6-0, 331 lb down and 51 lb up at 14-6-0, 331 lb down and 51 lb up at 16-6-0, 331 lb down and 51 lb up at 18-6-0, 331 lb down and 51 lb up at 20-6-0, 331 lb down and 51 lb up at 22-6-0, 331 lb down and 51 lb up at 24-6-0, 332 lb down and 53 lb up at 26-6-0, 332 lb down and 53 lb up at 28-6-0, 332 lb down and 53 lb up at 30-6-0, and 332 lb down and 48 lb up at 32-6-0, and 693 lb down and 52 lb up at 34-6-0 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-8=-64, 8-9=-64, 2-9=-24 Concentrated Loads (lb) Vert: 13=-184(B) 18=-192(B) 19=-184(B) 20=-184(B) 21=-184(B) 22=-184(B) 23=-184(B) 24=-184(B) 26=-184(B) 27=-184(B) 29=-184(B) 30=-184(B) 31=-189(B) 32=-189(B) 33=-189(B) 34=-189(B) 35=-205(B) 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