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HomeMy WebLinkAboutBldg L - Roof Sealed Truss Drawings16023 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). February 21,2020 Liu, Xuegang Pages or sheets covered by this seal: I40351361 thru I40351392 My license renewal date for the state of Indiana is July 31, 2020. J20000862 ONYX+EAST-UPTOWN VWC- BLDG L 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351361 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:56:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-CI3wkMb?JSdw2KwHzL8CsIgg2m679Hu_1tzLZOziwQZ Scale = 1:10.1 1 2 3 6 4 7 8 5 4x6 3x4 3-5-6 3-5-6 -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)-- [2:0-3-8,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 0.15 0.88 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.10 0.00 -0.00 (loc) 2-5 2-5 4 2 l/defl >449 >413 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 1-9-7 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-12 oc bracing. REACTIONS.(lb/size) 4=88/Mechanical, 2=222/0-4-9, 5=33/Mechanical Max Horz 2=32(LC 8) Max Uplift 4=-29(LC 8), 2=-54(LC 8) Max Grav 4=88(LC 1), 2=452(LC 20), 5=434(LC 21) 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); 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 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) 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. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=2(B) February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351362 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:56:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-gUdIxicd4llngUVUX2fRPVDq0ASMuj87GXiu5qziwQY Scale = 1:10.1 1 2 5 3 6 7 4 4x6 3x4 3-5-6 3-5-6 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-P 0.20 0.88 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.10 0.00 -0.00 (loc) 1-4 1-4 3 1 l/defl >449 >413 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 1-9-7 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-12 oc bracing. REACTIONS.(lb/size) 1=136/0-4-9, 3=102/Mechanical, 4=35/Mechanical Max Horz 1=35(LC 8) Max Uplift 1=-4(LC 8), 3=-36(LC 8) Max Grav 1=423(LC 20), 3=102(LC 1), 4=434(LC 21) 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); 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 24 lb up at 2-0-6 on top chord, and 250 lb down at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 7=-2(F) February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351363 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:56:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-gUdIxicd4llngUVUX2fRPVDroASMuj87GXiu5qziwQY Scale = 1:10.1 1 2 3 6 4 7 8 5 4x6 3x4 3-5-6 3-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-131-5-92.83 12 Plate Offsets (X,Y)-- [2:0-3-8,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 0.15 0.88 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.10 0.00 -0.00 (loc) 2-5 2-5 4 2 l/defl >449 >413 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 1-9-7 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-12 oc bracing. REACTIONS.(lb/size) 4=88/Mechanical, 2=222/0-4-9, 5=33/Mechanical Max Horz 2=32(LC 8) Max Uplift 4=-29(LC 8), 2=-54(LC 8) Max Grav 4=88(LC 1), 2=452(LC 20), 5=434(LC 21) 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); 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 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) 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. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=2(F) February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351364 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:56:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-8gBg92dFr3teIe4g5lAgyjm?maobdAOHUBSSeGziwQX Scale = 1:10.1 1 2 5 3 6 7 4 4x6 3x4 3-5-6 3-5-6 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-P 0.20 0.88 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.10 0.00 -0.00 (loc) 1-4 1-4 3 1 l/defl >449 >413 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 1-9-7 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-12 oc bracing. REACTIONS.(lb/size) 1=136/0-4-9, 3=102/Mechanical, 4=35/Mechanical Max Horz 1=35(LC 8) Max Uplift 1=-4(LC 8), 3=-36(LC 8) Max Grav 1=423(LC 20), 3=102(LC 1), 4=434(LC 21) 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); 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 24 lb up at 2-0-6 on top chord, and 250 lb down at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 7=-2(B) February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss GE01 Truss Type GABLE Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351365 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:56:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-1SQB_PgmvIO3mFORKbFc6ZwbfB83ZnusPpQfn1ziwQT Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 25 24 23 22 21 20 19 18 75 76 77 78 79 80 81 82 83 5x8 5x6 8x8 4x8 5x6 5x8 6x10 4x10 5x10 MT18HS 4x8 3x6 3x6 8x10 4x8 4x8 3x6 3x6 8x10 4x8 6x10 4x10 5x10 MT18HS 2-1-12 2-1-12 2-3-8 0-1-12 9-0-8 6-9-0 18-6-0 9-5-8 20-6-0 2-0-0 29-11-8 9-5-8 36-10-4 6-10-12 39-0-0 2-1-12 -0-10-8 0-10-8 2-1-12 2-1-12 6-2-8 4-0-12 13-0-2 6-9-9 18-6-0 5-5-14 19-6-0 1-0-0 20-6-0 1-0-0 25-11-14 5-5-14 32-9-8 6-9-9 36-10-4 4-0-12 39-0-0 2-1-12 39-10-8 0-10-8 0-7-136-5-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-10], [2:0-10-6,0-2-0], [5:0-4-8,0-3-0], [6:0-4-0,0-3-4], [6:0-0-0,0-1-12], [9:0-4-0,0-4-5], [9:0-4-0,0-3-11], [12:0-4-0,0-3-4], [12:0-0-0,0-1-12], [13:0-4-8,0-3-0], [16:Edge,0-3-10], [16:0-10-6,0-2-0], [18:0-2-0,0-1-8], [20:0-0-0,0-1-12], [23:0-0-0,0-1-12], [25:0-2-0,0-1-8], [36:0-1-12,0-0-0], [44:0-1-14 ,0-0-0], [59:0-1-12,0-0-0], [68:0-1-14,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 20.0 0.0 * 20.0 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 0.59 0.91 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.86 0.15 0.12 (loc) 19-21 19-21 16 19-21 l/defl >999 >514 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 264 lb FT = 11% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 8-9,9-10: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 13-18,5-25: 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 2-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-25. WEBS 1 Row at midpt 11-21, 5-25 REACTIONS.All bearings 2-3-8 except (jt=length) 16=0-3-8. (lb) - Max Horz 2=-85(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-752(LC 1), 25=-158(LC 12), 16=-139(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 25=3346(LC 1), 25=3346(LC 1), 16=2226(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-249/1750, 4-5=-189/1653, 5-7=-3426/459, 7-8=-3206/505, 8-9=-3016/503, 9-10=-3071/508, 10-11=-3260/517, 11-13=-4663/610, 13-14=-4101/523, 14-16=-4400/512 BOT CHORD 2-25=-1525/230, 24-25=-324/2549, 22-24=-391/3320, 21-22=-282/3097, 19-21=-435/3828, 18-19=-567/4637, 16-18=-433/3885 WEBS 9-21=-609/104, 10-21=-178/1387, 11-21=-1079/239, 11-19=0/924, 13-19=-403/170, 13-18=-879/157, 14-18=-11/557, 9-22=-886/142, 8-22=-174/1359, 7-22=-542/165, 5-24=0/832, 5-25=-4763/634, 4-25=-582/130 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=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) 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 MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 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. Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss GE01 Truss Type GABLE Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351365 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:56:48 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-1SQB_PgmvIO3mFORKbFc6ZwbfB83ZnusPpQfn1ziwQT NOTES- 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 752 lb uplift at joint 2, 158 lb uplift at joint 25 and 139 lb uplift at joint 16. 12) 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. 13) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss GE02 Truss Type GABLE Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351366 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:56:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-scoSFTlXU78DUArbgsM0LqAmVcNxzhblokt__hziwQN Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2930 31 32 33 34 35 36 37 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 3x6 3x6 5x6 3x6 3x6 3x6 3x4 3x6 3x6 3x6 3x4 39-0-0 39-0-0 -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], [10:0-1-13,0-1-8], [18:0-3-0,Edge], [20:0-3-0,Edge], [28:0-1-13,0-1-8], [36:0-4-2,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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.18 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 = 11% 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 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 52, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 50, 48, 47, 46, 45, 44, 43, 42, 41, 40, 36, 39, 38 Max Grav All reactions 250 lb or less at joint(s) except 2=310(LC 55), 52=303(LC 69), 53=303(LC 68), 54=303(LC 67), 56=303(LC 66), 57=303(LC 65), 58=303(LC 64), 59=303(LC 63), 60=303(LC 62), 61=303(LC 61), 62=303(LC 60), 63=303(LC 59), 64=305(LC 58), 65=295(LC 57), 66=328(LC 56), 51=303(LC 70), 50=303(LC 71), 48=303(LC 72), 47=303(LC 73), 46=303(LC 74), 45=303(LC 75), 44=303(LC 76), 43=303(LC 77), 42=303(LC 78), 41=303(LC 79), 40=305(LC 80), 36=310(LC 83), 39=295(LC 81), 38=328(LC 82) 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=97ft; 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 19-6-1, Exterior(2N) 19-6-1 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 52, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 50, 48, 47, 46, 45, 44, 43, 42, 41, 40, 36, 39, 38. 12) 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. Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss GE02 Truss Type GABLE Qty 4 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351366 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:56:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-o_vDg8mn0lOxkU?zoHOURFG6?P3PRb52F2M43aziwQL NOTES- 13) 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss GE03 Truss Type Common Supported Gable Qty 2 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351367 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:56:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-CZbLIApfJgmVbykYTPxB2ttb1d3ZeywUx0algvziwQI Scale = 1:62.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 5x6 3x6 3x6 3x4 5x6 5x6 5x6 5x6 37-0-0 37-0-0 -0-10-8 0-10-8 18-6-0 18-6-0 37-0-0 18-6-0 0-7-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [9:0-3-0,0-3-0], [23:0-3-0,0-3-0], [38:0-1-12,0-0-0], [39:0-0-0,0-1-12], [49:0-0-0,0-1-12], [50:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.21 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 30 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 175 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 37-0-0. (lb) - Max Horz 2=93(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 Max Grav All reactions 250 lb or less at joint(s) except 30=292(LC 79), 2=317(LC 53), 44=298(LC 66), 45=304(LC 65), 46=303(LC 64), 47=303(LC 63), 48=303(LC 62), 50=303(LC 61), 51=304(LC 60), 52=303(LC 59), 53=303(LC 58), 54=303(LC 57), 55=307(LC 56), 56=289(LC 55), 57=341(LC 54), 43=304(LC 67), 42=303(LC 68), 41=303(LC 69), 40=303(LC 70), 38=295(LC 71), 37=304(LC 72), 36=303(LC 73), 35=302(LC 74), 34=303(LC 75), 33=307(LC 76), 32=288(LC 77), 31=343(LC 78) 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=97ft; L=37ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-9-14, Exterior(2N) 2-9-14 to 18-6-0, Corner(3R) 18-6-0 to 22-6-0, Exterior(2N) 22-6-0 to 36-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31. 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. 12) 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss J01 Truss Type Jack-Closed Qty 20 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351368 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-8yj6jsqwrH1DqFtxbq_f8IzqdQg06sbnPK3rknziwQG Scale: 3/4"=1' 1 2 3 4 56 2x4 2x4 3x4 3x4 5-5-9 5-5-9 -0-10-8 0-10-8 5-5-9 5-5-9 0-7-132-5-114.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-2] 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-P 0.51 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.18 0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >455 >359 n/a **** 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 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-8-14 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.(lb/size) 5=208/Mechanical, 2=270/0-3-8 Max Horz 2=78(LC 9) Max Uplift 5=-16(LC 12), 2=-46(LC 12) Max Grav 5=355(LC 25), 2=375(LC 24) 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) -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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss J02 Truss Type JACK-CLOSED Qty 6 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351369 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-d8HUwCrYcb94SPS78XVugWV?Dq0FrJrwd_pPGDziwQF Scale: 3/4"=1' 1 2 3 4 5 6 3x4 3x4 2x4 2x4 5-5-9 5-5-9 5-5-9 5-5-9 0-7-132-5-114.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-0-2] 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-P 0.52 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.18 0.00 0.00 (loc) 1-4 1-4 4 1 l/defl >455 >359 n/a **** 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 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-8-15 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.(lb/size) 1=213/0-3-8, 4=213/Mechanical Max Horz 1=79(LC 9) Max Uplift 1=-14(LC 12), 4=-18(LC 12) Max Grav 1=356(LC 24), 4=356(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) 0-0-0 to 3-8-6, Interior(1) 3-8-6 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351370 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-d8HUwCrYcb94SPS78XVugWV5Fq5prJrwd_pPGDziwQF Scale = 1:10.2 1 2 5 3 6 4 3x6 2-5-4 2-5-4 -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.(lb/size) 5=164/0-3-8, 3=54/Mechanical, 4=21/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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351371 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-5Kqs8XsANuHx4Z1KiF07Dj2HDER_am54seYypgziwQE Scale = 1:10.2 1 4 2 5 3 3x6 2-5-4 2-5-4 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.(lb/size) 4=89/0-3-8, 2=63/Mechanical, 3=27/Mechanical Max Horz 4=32(LC 12) Max Uplift 2=-23(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 ; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351372 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-ZXOELtto8CPohjcWGyXMlxbTueoyJDKD5IIWL6ziwQD Scale = 1:8.6 1 4 2 5 3 3x6 1-6-0 1-6-0 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.(lb/size) 4=54/0-3-8, 2=38/Mechanical, 3=16/Mechanical Max Horz 4=23(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 ; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351373 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-ZXOELtto8CPohjcWGyXMlxbSQeo?JDKD5IIWL6ziwQD Scale = 1:8.6 1 2 5 3 6 4 3x6 1-6-0 1-6-0 -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.(lb/size) 5=138/0-3-8, 3=22/Mechanical, 4=8/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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351374 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-1jydZDtQvWXfJtBiqg2bI87dA18E2gaNJy13tYziwQC Scale = 1:8.6 1 2 5 3 6 4 3x6 1-6-0 1-6-0 -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.(lb/size) 5=138/0-3-8, 3=22/Mechanical, 4=8/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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351375 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-1jydZDtQvWXfJtBiqg2bI87ee18B2gaNJy13tYziwQC Scale = 1:8.6 1 4 2 5 3 3x6 1-6-0 1-6-0 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.(lb/size) 4=54/0-3-8, 2=38/Mechanical, 3=16/Mechanical Max Horz 4=23(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 ; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T01 Truss Type COMMON Qty 18 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351376 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-z64N_vvhQ7nNYAL5x553NZDn3reHWLpfnGWAyRziwQA Scale = 1:62.6 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22 23 24 3x8 5x6 3x8 4x10 3x4 3x4 4x8 4x8 3x6 3x4 2x4 3x6 3x4 2x4 4x10 3x4 3x4 4x8 9-0-6 9-0-6 18-6-0 9-5-10 27-11-10 9-5-10 37-0-0 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 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-S 0.84 0.86 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.77 0.14 0.17 (loc) 16-18 16-18 12 16-18 l/defl >935 >577 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 SLIDER Left 2x4 SPF-S Stud 3-3-6, Right 2x4 SPF-S Stud 3-3-6 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1533/0-3-8, 12=1533/0-3-8 Max Horz 2=84(LC 11) Max Uplift 2=-142(LC 12), 12=-142(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3437/680, 4-6=-3175/615, 6-7=-2308/527, 7-8=-2308/527, 8-10=-3175/615, 10-12=-3437/680 BOT CHORD 2-18=-581/3143, 16-18=-455/2692, 14-16=-446/2692, 12-14=-573/3143 WEBS 7-16=-185/1156, 8-16=-759/236, 8-14=0/575, 10-14=-262/179, 6-16=-759/236, 6-18=0/575, 4-18=-262/179 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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, 12=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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T02 Truss Type Common Qty 12 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351377 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-RIelBFwJBRvEAKwHVocIwnlynF_LFo0p0wGjUtziwQ9 Scale = 1:62.6 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 24 3x8 5x6 3x8 4x10 3x4 3x4 4x8 4x8 3x6 3x4 2x4 3x6 3x4 2x4 4x10 3x4 3x4 4x8 9-0-6 9-0-6 18-6-0 9-5-10 27-11-10 9-5-10 37-0-0 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 23-11-15 5-5-15 30-7-11 6-7-11 37-0-0 6-4-5 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-S 0.84 0.87 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -0.77 0.14 0.17 (loc) 13-15 15-17 12 15-17 l/defl >934 >577 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-3-6, Right 2x4 SPF-S Stud 3-3-6 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1533/0-3-8, 12=1479/0-3-8 Max Horz 2=-85(LC 10) Max Uplift 2=-142(LC 12), 12=-112(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3439/681, 4-6=-3177/616, 6-7=-2310/527, 7-8=-2310/529, 8-10=-3182/622, 10-12=-3444/691 BOT CHORD 2-17=-579/3144, 15-17=-453/2694, 13-15=-445/2695, 12-13=-581/3151 WEBS 7-15=-186/1157, 8-15=-761/236, 8-13=-1/577, 10-13=-265/185, 6-15=-759/236, 6-17=0/575, 4-17=-262/179 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 37-0-0 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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 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, 12=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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T03 Truss Type Hip Qty 2 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351378 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-OhmWcxxZj29xPe3gcDem?CrGw2hejok6TElqYmziwQ7 Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 25 26 27 28 29 30 5x6 3x6 4x10 3x8 4x10 3x8 3x16 MT18HS3x12 2x4 3x12 3x4 3x4 3x4 3x12 3x12 2x4 5x6 3x16 MT18HS 7-5-9 7-5-9 14-9-14 7-4-5 22-2-2 7-4-5 29-6-7 7-4-5 37-0-0 7-5-9 -0-10-8 0-10-8 3-10-8 3-10-8 7-5-9 3-7-0 12-11-12 5-6-4 18-6-0 5-6-4 24-0-4 5-6-4 29-6-7 5-6-4 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,0-2-6], [13:0-0-0,0-2-6], [14:0-5-8,0-1-8], [15:0-7-14,0-1-8], [18:0-7-14,0-1-8], [19:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.82 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.97 0.19 0.35 (loc) 16-17 16-17 13 16-17 l/defl >941 >457 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 1-11-6, Right 2x4 SPF-S Stud 1-11-6 BRACING- TOP CHORD Sheathed, except 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 7-11-12 oc bracing. WEBS 1 Row at midpt 6-19, 9-14 REACTIONS.(lb/size) 13=1479/0-3-8, 2=1533/0-3-8 Max Horz 2=-36(LC 10) Max Uplift 13=-112(LC 12), 2=-142(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3282/741, 4-5=-3390/711, 5-6=-3186/694, 6-7=-4829/1000, 7-9=-4830/1006, 9-10=-3191/702, 10-11=-3396/720, 11-13=-3292/744 BOT CHORD 2-19=-652/2969, 17-19=-902/4617, 16-17=-976/5052, 14-16=-920/4620, 13-14=-644/2980 WEBS 4-19=0/426, 5-19=-76/728, 6-19=-1657/364, 6-17=0/427, 7-17=-326/128, 7-16=-325/126, 9-16=0/426, 9-14=-1654/362, 10-14=-77/730, 11-14=0/426 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 12-11-12, Interior(1) 12-11-12 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) 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. 9) 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. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T04 Truss Type Hip Qty 2 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351379 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-K3tG1czpFfPffxD2kegE4dwgjsKmBlLPxYExdeziwQ5 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 26 27 28 29 30 31 5x8 3x6 5x8 3x8 5x8 3x8 3x8 MT18HS3x12 2x4 3x6 3x4 3x6 3x12 2x4 5x8 3x8 MT18HS 9-5-9 9-5-9 18-6-0 9-0-7 27-6-7 9-0-7 37-0-0 9-5-9 -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.(lb/size) 12=1479/0-3-8, 2=1533/0-3-8 Max Horz 2=-45(LC 10) Max Uplift 12=-112(LC 12), 2=-142(LC 12) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) 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. 9) 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. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T05 Truss Type Hip Qty 2 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351380 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-oFReEy_R0zXWG5oFILCTdqTsCGkrwCiY9CzU95ziwQ4 Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 5x12 5x12 4x10 3x4 3x4 4x10 3x4 3x4 4x8 3x6 2x4 3x4 3x12 2x4 3x4 3x6 2x4 4x8 5-10-8 5-10-8 11-5-9 5-7-0 18-6-0 7-0-7 25-6-7 7-0-7 31-1-8 5-7-0 37-0-0 5-10-8 -0-10-8 0-10-8 5-10-8 5-10-8 11-5-9 5-7-0 18-6-0 7-0-7 25-6-7 7-0-7 31-1-8 5-7-0 37-0-0 5-10-8 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-S 0.60 0.66 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.51 0.14 0.19 (loc) 14 12-14 10 14 l/defl >999 >867 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-0-7, Right 2x4 SPF-S Stud 3-0-7 BRACING- TOP CHORD Sheathed or 3-4-7 oc purlins, except 2-0-0 oc purlins (3-8-13 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. REACTIONS.(lb/size) 10=1479/0-3-8, 2=1533/0-3-8 Max Horz 2=-53(LC 10) Max Uplift 10=-112(LC 12), 2=-142(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3442/749, 4-5=-3085/703, 5-6=-3464/819, 6-7=-3464/819, 7-8=-3088/703, 8-10=-3450/750 BOT CHORD 2-17=-653/3143, 16-17=-653/3143, 14-16=-543/2893, 12-14=-535/2895, 11-12=-643/3152, 10-11=-643/3152 WEBS 4-17=0/335, 4-16=-405/120, 5-16=0/411, 5-14=-147/805, 6-14=-526/236, 7-14=-145/803, 7-12=0/411, 8-12=-408/123, 8-11=0/338 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) 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. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T06 Truss Type Hip Qty 2 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351381 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-keZPfe?iYanEWPydPmExiFYCk3MqO3TrdWSbEzziwQ2 Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 5x6 5x6 4x10 3x4 3x4 4x10 3x4 3x4 4x8 3x6 2x4 3x8 3x4 3x8 3x6 2x4 4x8 6-10-8 6-10-8 13-5-9 6-7-0 23-6-7 10-0-14 30-1-8 6-7-0 37-0-0 6-10-8 -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-S 0.60 0.95 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.92 0.14 0.16 (loc) 13-14 13-14 10 13-14 l/defl >851 >482 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 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 3-6-12, Right 2x4 SPF-S Stud 3-6-12 BRACING- TOP CHORD Sheathed or 3-5-2 oc purlins, except 2-0-0 oc purlins (3-4-3 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size) 10=1479/0-3-8, 2=1533/0-3-8 Max Horz 2=-62(LC 10) Max Uplift 10=-112(LC 12), 2=-142(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3449/760, 4-5=-2909/669, 5-6=-2696/670, 6-7=-2697/669, 7-8=-2910/668, 8-10=-3457/760 BOT CHORD 2-16=-658/3158, 14-16=-658/3158, 13-14=-572/2892, 11-13=-647/3165, 10-11=-647/3165 WEBS 4-16=0/351, 4-14=-520/183, 5-14=-42/558, 6-14=-422/138, 6-13=-421/137, 7-13=-44/558, 8-13=-523/186, 8-11=0/354 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) 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. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T07 Truss Type Hip Qty 2 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351382 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-Cq7nt_0KJuv57ZXpzUlAFT5MuThM7au_rAC8mPziwQ1 Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 3x6 5x12 5x8 3x6 4x10 3x4 3x4 4x6 3x6 2x4 3x4 3x8 3x6 2x4 4x10 3x4 3x4 4x6 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 -0-10-8 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)-- [2:0-0-0,0-2-6], [6:0-6-0,0-1-11], [11:0-0-0,0-2-6] 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-S 0.70 0.99 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.51 0.15 0.15 (loc) 15-17 15-17 11 15 l/defl >999 >863 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 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 4-1-2, Right 2x4 SPF-S Stud 4-1-2 BRACING- TOP CHORD Sheathed or 3-6-5 oc purlins, except 2-0-0 oc purlins (3-1-8 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.(lb/size) 2=1533/0-3-8, 11=1479/0-3-8 Max Horz 2=-71(LC 10) Max Uplift 2=-142(LC 12), 11=-112(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3429/757, 4-6=-2695/665, 6-7=-2484/671, 7-9=-2696/663, 9-11=-3434/757 BOT CHORD 2-17=-648/3151, 15-17=-648/3151, 14-15=-463/2483, 12-14=-638/3156, 11-12=-638/3156 WEBS 4-17=0/401, 4-15=-743/199, 6-15=0/500, 7-14=-6/464, 9-14=-749/202, 9-12=0/403 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) 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. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T08 Truss Type HIP Qty 2 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351383 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-9DEXHg1arVApNshC4uneKuAjiHOCbMAHJThFrIziwQ? Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 21 22 23 24 25 26 27 3x6 5x6 6x6 3x6 4x10 3x4 3x4 5x8 WB3x4 2x4 3x6 3x8 3x6 3x6 3x4 2x4 4x10 3x4 3x4 5x8 WB 8-10-8 8-10-8 17-5-9 8-7-0 19-6-7 2-0-14 28-1-8 8-7-0 37-0-0 8-10-8 -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-S 0.62 0.84 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.59 0.14 0.16 (loc) 2-20 15-17 13 15-17 l/defl >999 >757 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 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 3-1-3, Right 2x4 SPF-S Stud 3-1-3 BRACING- TOP CHORD Sheathed or 2-7-9 oc purlins, except 2-0-0 oc purlins (3-9-13 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing. REACTIONS.(lb/size) 2=1533/0-3-8, 13=1533/0-3-8 Max Horz 2=78(LC 11) Max Uplift 2=-142(LC 12), 13=-142(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3416/723, 4-6=-3190/667, 6-7=-2442/592, 7-8=-2253/592, 8-9=-2439/590, 9-11=-3191/651, 11-13=-3417/712 BOT CHORD 2-20=-630/3120, 18-20=-540/2814, 17-18=-352/2250, 15-17=-508/2814, 13-15=-604/3120 WEBS 6-20=0/498, 6-18=-712/222, 7-18=-87/522, 8-17=-76/611, 9-17=-715/223, 9-15=0/499 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) 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. 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. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T09 Truss Type Half Hip Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351384 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-dPovV02CcpIg_0GOecIts5jzEhqpKytQY7QoNkziwQ_ Scale = 1:14.8 1 2 3 4 5 7 6 8 9 10 5x6 2x4 3x4 3x4 3x4 3x6 4-5-4 4-5-4 5-5-9 1-0-5 -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)-- [2:0-2-6,0-0-2] 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-P 0.31 0.49 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.07 0.00 -0.01 (loc) 2-7 2-7 6 2-7 l/defl >999 >931 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 2-2-7 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.(lb/size) 6=208/Mechanical, 2=270/0-3-8 Max Horz 2=63(LC 11) Max Uplift 6=-15(LC 12), 2=-47(LC 12) Max Grav 6=355(LC 31), 2=375(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-253/34 WEBS 4-7=0/404, 4-6=-411/157 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 9) 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. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T10 Truss Type HALF HIP Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351385 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-5cMHiL3qM7QXcAqbCJq6PJF7f4A23P7amnAMuBziwPz Scale = 1:14.8 1 2 3 4 6 5 7 8 9 3x4 3x4 5x6 2x4 3x4 3x6 4-5-4 4-5-4 5-5-9 1-0-5 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)-- [1:0-1-12,0-0-2] 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-P 0.33 0.49 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.07 0.00 -0.01 (loc) 1-6 1-6 5 1-6 l/defl >999 >932 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 2-2-7 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.(lb/size) 1=213/0-3-8, 5=213/Mechanical Max Horz 1=64(LC 11) Max Uplift 1=-15(LC 12), 5=-18(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. WEBS 3-6=0/405, 3-5=-413/163 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 ; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 9) 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. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T11 Truss Type Half Hip Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351386 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-5cMHiL3qM7QXcAqbCJq6PJF8z4A23P7amnAMuBziwPz Scale = 1:14.8 1 2 3 4 5 7 6 8 9 10 5x6 2x4 3x4 3x4 3x4 3x6 4-5-4 4-5-4 5-5-9 1-0-5 -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)-- [2:0-2-6,0-0-2] 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-P 0.31 0.49 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.07 0.00 -0.01 (loc) 2-7 2-7 6 2-7 l/defl >999 >931 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 2-2-7 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.(lb/size) 6=208/Mechanical, 2=270/0-3-8 Max Horz 2=63(LC 11) Max Uplift 6=-15(LC 12), 2=-47(LC 12) Max Grav 6=355(LC 31), 2=375(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-253/34 WEBS 4-7=0/404, 4-6=-411/157 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 9) 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. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss T12 Truss Type HALF HIP Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351387 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-Zowgwh4T7QYOEKPnm1LLyWoIPUWHosNj?RvvQdziwPy Scale = 1:14.8 1 2 3 4 6 5 7 8 9 3x4 3x4 5x6 2x4 3x4 3x6 4-5-4 4-5-4 5-5-9 1-0-5 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)-- [1:0-1-12,0-0-2] 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-P 0.33 0.49 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.07 0.00 -0.01 (loc) 1-6 1-6 5 1-6 l/defl >999 >932 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 2-2-7 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.(lb/size) 1=213/0-3-8, 5=213/Mechanical Max Horz 1=64(LC 11) Max Uplift 1=-15(LC 12), 5=-18(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. WEBS 3-6=0/405, 3-5=-413/163 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 ; 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 9) 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. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss TG01 Truss Type Hip Girder Qty 2 Ply 2 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351388 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-zNcoYj6LQLwy5n8MR9u2Z9QntiU0?2rAhP8Z1yziwPv Scale = 1:65.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 2627 28 29 30 31 32 33 34 35 36 6x16 4x8 4x10 4x10 7x16 MT18HS WB3x8 5x12 4x6 4x10 2x4 4x6 5x12 6x16 3x8 7x16 MT18HS WB 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 -0-10-8 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)-- [3:0-8-4,0-3-0], [8:0-8-4,0-3-0], [11:0-3-8,0-2-8], [15:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 15.0 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 0.51 0.75 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.88 -1.48 0.18 0.43 (loc) 11-13 11-13 9 13 l/defl >500 >297 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 430 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 4-4-13 oc purlins, except 2-0-0 oc purlins (4-3-12 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=3384/0-3-8, 2=3433/0-3-8 Max Horz 2=27(LC 39) Max Uplift 9=-367(LC 8), 2=-394(LC 8) Max Grav 9=4479(LC 35), 2=4502(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11631/950, 3-4=-18500/1584, 4-5=-21238/1820, 5-7=-21238/1820, 7-8=-18513/1603, 8-9=-11660/978 BOT CHORD 2-16=-853/10912, 15-16=-851/10793, 13-15=-1526/18499, 11-13=-1545/18513, 10-11=-878/10817, 9-10=-880/10938 WEBS 3-16=-25/1674, 3-15=-706/8192, 4-15=-1177/198, 4-13=-302/3116, 5-13=-467/118, 7-13=-283/3103, 7-11=-1167/192, 8-11=-697/8181, 8-10=-33/1696 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) 2x6 SP 2400F 2.0E bearing block 12" long at jt. 2 attached to each face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total fasteners per block. Bearing is assumed to be SPF No.2. 4) Unbalanced roof live loads have been considered for this design. 5) 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 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=367, 2=394.Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss TG01 Truss Type Hip Girder Qty 2 Ply 2 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351388 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:24 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-zNcoYj6LQLwy5n8MR9u2Z9QntiU0?2rAhP8Z1yziwPv NOTES- 12) 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. 13) 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. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 681 lb down and 55 lb up at 2-6-0, 325 lb down and 45 lb up at 4-6-0, 325 lb down and 46 lb up at 6-6-0, 325 lb down and 46 lb up at 8-6-0, 325 lb down and 46 lb up at 10-6-0, 325 lb down and 46 lb up at 12-6-0, 325 lb down and 46 lb up at 14-6-0, 325 lb down and 46 lb up at 16-6-0, 325 lb down and 46 lb up at 18-6-0, 325 lb down and 46 lb up at 20-6-0, 325 lb down and 46 lb up at 22-6-0, 325 lb down and 46 lb up at 24-6-0, 326 lb down and 48 lb up at 26-6-0, 326 lb down and 48 lb up at 28-6-0, 326 lb down and 48 lb up at 30-6-0, and 326 lb down and 48 lb up at 32-6-0, and 687 lb down and 58 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=-70, 3-8=-70, 8-9=-70, 2-9=-30 Concentrated Loads (lb) Vert: 13=-178(B) 19=-183(B) 20=-178(B) 21=-178(B) 22=-178(B) 23=-178(B) 24=-178(B) 25=-178(B) 27=-178(B) 28=-178(B) 30=-178(B) 31=-178(B) 32=-183(B) 33=-183(B) 34=-183(B) 35=-183(B) 36=-199(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351389 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-SZAAl37zBf2pixjY?tPH6MyyM5mrkcXJw3t7ZOziwPu Scale = 1:12.3 1 2 3 4 5 7 6 8 9 10 5x6 2x4 3x6 3x6 3x4 3x6 2-5-4 2-5-4 5-5-9 3-0-5 -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)-- [2:0-3-6,0-3-2] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.90 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.07 0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >984 >905 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 4-5-15 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.(lb/size) 6=213/Mechanical, 2=274/0-3-8 Max Horz 2=39(LC 31) Max Uplift 6=-25(LC 5), 2=-48(LC 8) Max Grav 6=711(LC 27), 2=701(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1313/10 BOT CHORD 2-7=-22/1191, 6-7=-28/1075 WEBS 4-7=0/893, 4-6=-1151/21 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 9) 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. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 49 lb up at 2-5-4, and 20 lb down and 31 lb up at 3-6-5 on top chord, and 406 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. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351389 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:25 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-SZAAl37zBf2pixjY?tPH6MyyM5mrkcXJw3t7ZOziwPu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 4=-3(B) 7=-5(B) 10=-1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351390 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-wmjZzP8byzAgK5IlYawWeaV78V6?T3mS9jdg6qziwPt Scale = 1:11.5 1 2 3 4 6 5 7 8 93x6 3x4 5x6 2x4 3x6 3x6 2-5-4 2-5-4 5-5-9 3-0-5 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)-- [1:0-2-12,0-3-2] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.91 0.45 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 >984 >900 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 4-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=229/0-3-8, 5=229/Mechanical Max Horz 1=40(LC 7) Max Uplift 1=-21(LC 8), 5=-28(LC 5) Max Grav 1=686(LC 25), 5=718(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1325/27 BOT CHORD 1-6=-31/1203, 5-6=-37/1087 WEBS 3-6=0/894, 3-5=-1165/30 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 9) 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. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 60 lb up at 2-5-4, and 23 lb down and 37 lb up at 3-6-5 on top chord, and 406 lb down at 2-5-4, and 252 lb down at 3-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351390 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:26 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-wmjZzP8byzAgK5IlYawWeaV78V6?T3mS9jdg6qziwPt 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 Concentrated Loads (lb) Vert: 3=-17(F) 6=-7(F) 7=-3(F) 9=-7(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351391 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-OyHxAl8DjGIXyFtx6HSlBn2IrvSJCW1cNNMDeHziwPs Scale = 1:12.3 1 2 3 4 5 7 6 8 9 10 5x6 2x4 3x6 3x6 3x4 3x6 2-5-4 2-5-4 5-5-9 3-0-5 -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)-- [2:0-3-6,0-3-2] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.90 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.07 0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >984 >905 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 4-5-15 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.(lb/size) 6=213/Mechanical, 2=274/0-3-8 Max Horz 2=39(LC 7) Max Uplift 6=-25(LC 5), 2=-48(LC 8) Max Grav 6=711(LC 27), 2=701(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1313/10 BOT CHORD 2-7=-22/1191, 6-7=-28/1075 WEBS 4-7=0/893, 4-6=-1152/21 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 9) 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. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 49 lb up at 2-5-4, and 20 lb down and 31 lb up at 3-6-5 on top chord, and 406 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. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351391 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:27 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-OyHxAl8DjGIXyFtx6HSlBn2IrvSJCW1cNNMDeHziwPs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 4=-3(F) 7=-5(F) 10=-1(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351392 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-s8rJO59sUaQOZPS7g?z_k?aTdJoTxzGlc16nAjziwPr Scale = 1:11.5 1 2 3 4 6 5 7 8 93x6 3x4 5x6 2x4 3x6 3x6 2-5-4 2-5-4 5-5-9 3-0-5 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)-- [1:0-2-12,0-3-2] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.91 0.45 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 >984 >901 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 4-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=229/0-3-8, 5=229/Mechanical Max Horz 1=40(LC 7) Max Uplift 1=-21(LC 8), 5=-28(LC 5) Max Grav 1=686(LC 25), 5=718(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1325/27 BOT CHORD 1-6=-31/1203, 5-6=-37/1087 WEBS 3-6=0/894, 3-5=-1165/30 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 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 9) 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. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 60 lb up at 2-5-4, and 23 lb down and 37 lb up at 3-6-5 on top chord, and 406 lb down at 2-5-4, and 252 lb down at 3-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 February 21,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job J20000862 Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 ONYX+EAST-UPTOWN VWC- BLDG L ROOF Job Reference (optional) I40351392 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 21 11:57:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-s8rJO59sUaQOZPS7g?z_k?aTdJoTxzGlc16nAjziwPr 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 Concentrated Loads (lb) Vert: 3=-17(B) 6=-7(B) 7=-3(B) 9=-7(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 8 7 654321BOTTOM 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 System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses 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