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HomeMy WebLinkAboutRoof truss16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). June 24,2021 Liu, Xuegang Pages or sheets covered by this seal: I46718693 thru I46718720 My license renewal date for the state of Indiana is July 31, 2022. J21103763 ONYX + EAST - VWC BLDG. E 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. 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss CG01 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718693 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-SDyDaEjkalhwFWgT3EoDGlgNl3C4MK91j982loz38rs Scale = 1:10.0 1 2 3 10 4 11 5 4x6 3x4 3-5-6 3-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-111-5-70-3-151-1-81-5-72.83 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 8 5-8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=38(LC 21) Max Uplift 4=-20(LC 8), 2=-57(LC 8) Max Grav 4=79(LC 1), 2=223(LC 1), 5=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 4 and 57 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 14 lb up at 2-0-6 on top chord, and 3 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. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 11=2(B) June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss CG02 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718694 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-wPWbnakML3pnsgFfcyJSpyDX8TXl5nPBypucHFz38rr Scale = 1:10.0 1 2 9 3 10 4 4x6 3x4 3-5-6 3-5-6 3-5-6 3-5-6 0-7-111-5-70-3-151-1-81-5-72.83 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.14 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 4-7 4-7 1 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 1=25(LC 8) Max Uplift 1=-6(LC 8), 3=-23(LC 8) Max Grav 1=136(LC 1), 3=86(LC 1), 4=60(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 23 lb uplift at joint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13 lb down and 24 lb up at 2-0-6 on top chord, and 2 lb down at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=-2(F) June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss CG03 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718695 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-Ob3z?vk?5NxeUqprAfqhLAmjEtuYqEfKBTd9qhz38rq Scale = 1:10.0 1 2 3 10 4 11 5 4x6 3x4 3-5-6 3-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-111-5-72.83 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 8 5-8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=38(LC 21) Max Uplift 4=-20(LC 8), 2=-57(LC 8) Max Grav 4=79(LC 1), 2=223(LC 1), 5=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 4 and 57 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 14 lb up at 2-0-6 on top chord, and 3 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. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 11=2(F) June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss CG04 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718696 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-sodLCFldsg3V6_O1kMMwuNIteHDDZhuUQ7NiM7z38rp Scale = 1:10.0 1 2 9 3 10 4 4x6 3x4 3-5-6 3-5-6 3-5-6 3-5-6 0-7-111-5-72.83 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.14 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 4-7 4-7 1 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 1=25(LC 21) Max Uplift 1=-6(LC 8), 3=-23(LC 8) Max Grav 1=136(LC 1), 3=86(LC 1), 4=60(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 23 lb uplift at joint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13 lb down and 24 lb up at 2-0-6 on top chord, and 2 lb down at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=-2(B) June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss GE01 Truss Type GABLE Qty 4 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718697 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-oAl6dxntOIJCLIYQrnOOzoND64xC1a8mtRspQ0z38rn Scale = 1:67.7 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2728 29 30 31 32 33 64 63 62 61 60 59 58 57 56 55 5453 52 51 50 49 48 47 46 45 44 43 4241 40 39 38 37 36 35 34 65 66 67 68 3x6 3x6 3x6 5x6 3x6 3x6 3x6 3x6 3x6 39-0-0 39-0-0 18-6-0 18-6-0 19-6-0 1-0-0 20-6-0 1-0-0 39-0-0 18-6-0 0-7-136-5-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [8:0-1-13,0-1-8], [16:0-3-0,Edge], [18:0-3-0,Edge], [26:0-1-13,0-1-8] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.07 0.04 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 34 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 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 39-0-0. (lb) - Max Horz 64=96(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 49, 51, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 63, 47, 46, 45, 44, 42, 41, 40, 39, 38, 37, 36, 35 Max Grav All reactions 250 lb or less at joint(s) 64, 34, 49, 50, 51, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 46, 45, 44, 42, 41, 40, 39, 38, 37, 36, 35 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 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-10-2, Exterior(2) 3-10-2 to 18-6-0, Corner(3) 18-6-0 to 19-6-0, Exterior(2) 19-6-0 to 20-6-0, Corner(3) 20-6-0 to 24-2-6, Exterior(2) 24-2-6 to 38-10-4 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 49, 51, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 63, 47, 46, 45, 44, 42, 41, 40, 39, 38, 37, 36, 35. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss GE02 Truss Type ROOF SPECIAL STRUCTU Qty 1 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718698 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-lZts2do7wvawabipzCQs2DTMeuPdVGr3KlLwVuz38rl Scale = 1:68.1 Sheet Front Right Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 22 21 20 19 18 17 16 23 24 25 2635 36 37 38 3x8 5x6 5x8 6x8 3x6 4x8 3x6 4x6 3x8 4x8 3x4 4x10 3x8 3x4 3x4 2x4 3x8 3x6 5x12 3x8 4x6 2x4 3x4 9-0-6 9-0-6 18-6-0 9-5-10 20-6-0 2-0-0 29-11-10 9-5-10 37-0-0 7-0-6 38-11-8 1-11-8 39-0-0 0-0-8 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-12 18-6-0 5-5-15 19-6-0 1-0-0 19-6-1 0-0-1 20-6-0 0-11-15 25-11-15 5-5-15 32-7-11 6-7-12 39-0-0 6-4-5 39-10-8 0-10-8 0-7-136-5-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-2], [10:0-3-8,0-1-8], [12:0-3-4,0-1-8], [14:0-2-14,0-5-2], [14:1-1-1,0-1-8], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.90 0.87 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.81 0.15 0.19 (loc) 20-22 20-22 16 20-22 l/defl >999 >548 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 18-21: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 12-16: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0, Right 2x4 SPF-S Stud 2-1-8 BRACING- TOP CHORD Sheathed or 2-1-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 12-16 REACTIONS. All bearings 2-3-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=-86(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-154(LC 12), 14=-660(LC 1), 16=-193(LC 12), 14=-660(LC 1) Max Grav All reactions 250 lb or less at joint(s) 14 except 2=1480(LC 1), 16=2405(LC 1), 16=2405(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3246/463, 4-6=-3028/414, 6-7=-2150/378, 7-8=-2019/372, 8-9=-1971/367, 9-10=-2045/368, 10-12=-2073/322, 12-13=-77/835, 13-14=-179/1427 BOT CHORD 2-22=-362/3029, 20-22=-286/2539, 19-20=-163/2030, 17-19=-246/2156, 16-17=-213/1776, 14-16=-1271/188 WEBS 8-19=-619/116, 19-23=-112/837, 9-23=-112/818, 19-24=-366/122, 10-24=-352/115, 10-25=-284/103, 12-17=0/455, 8-20=-419/83, 7-20=-123/905, 6-20=-748/176, 6-22=0/512, 4-22=-299/147, 13-16=-571/141, 12-26=-2961/382, 16-26=-3429/439, 13-26=-60/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 18-6-0, Exterior(2) 18-6-0 to 19-6-0, Interior(1) 19-6-0 to 20-6-0, Exterior(2) 20-6-0 to 24-2-6, Interior(1) 24-2-6 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 2, 660 lb uplift at joint 14, 193 lb uplift at joint 16 and 660 lb uplift at joint 14. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss GE03 Truss Type Common Supported Gable Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718699 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-hy_dTJqOSWqeqvsB4dSK7eYvvhIDzOAMo2q1Znz38rj Scale = 1:41.3 Sheet Front Left Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 34 4x6 3x4 3x4 4x6 5x6 0-0-8 0-0-8 19-6-0 19-5-8 -0-10-8 0-10-8 18-6-0 18-6-0 19-5-15 0-11-15 19-6-0 0-0-1 0-7-136-9-136-5-134.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-2], [9:0-3-0,0-3-0], [24:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.03 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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 19-6-0. (lb) - Max Horz 2=189(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 Max Grav All reactions 250 lb or less at joint(s) 18, 2, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-309/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -0-10-8 to 2-9-14, Exterior(2) 2-9-14 to 18-6-0, Corner(3) 18-6-0 to 19-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss GE03A Truss Type Common Supported Gable Qty 1 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718700 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-98Y?ger0DqyVR3ROeK_Zgs54f5eSirPV1iZa6Dz38ri Scale = 1:41.3 Sheet Back Left Option 0-0-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 34 4x6 3x4 3x4 4x6 5x6 0-0-8 0-0-8 19-6-0 19-5-8 -0-10-8 0-10-8 18-6-0 18-6-0 19-5-15 0-11-15 19-6-0 0-0-1 0-7-136-9-136-5-134.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-0-2], [9:0-3-0,0-3-0], [24:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.03 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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 19-6-0. (lb) - Max Horz 2=189(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 Max Grav All reactions 250 lb or less at joint(s) 18, 2, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-309/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -0-10-8 to 2-9-14, Exterior(2) 2-9-14 to 18-6-0, Corner(3) 18-6-0 to 19-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss J01 Truss Type Jack-Closed Qty 20 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718701 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-dK6Nt_re_84M3D?aC2VoD3dB7VwxRJtfFMJ8efz38rh Scale = 1:15.6 1 2 3 4 5 10 2x4 2x43x6 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)-- [2:0-3-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.36 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.02 0.05 (loc) 5-8 5-8 2 5-8 l/defl >999 >608 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 2=0-3-8 Max Horz 2=68(LC 12) Max Uplift 5=-29(LC 12), 2=-38(LC 12) Max Grav 5=208(LC 1), 2=270(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 5-3-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss J02 Truss Type JACK-CLOSED Qty 6 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718702 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-5Xgl5KsGlRCDhMamml01lHAMivFwAm7oU02hA6z38rg Scale = 1:15.6 1 2 3 4 9 3x6 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)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.37 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.02 0.05 (loc) 4-7 4-7 1 4-7 l/defl >999 >580 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 4=Mechanical Max Horz 1=55(LC 12) Max Uplift 1=-5(LC 12), 4=-31(LC 12) Max Grav 1=213(LC 1), 4=213(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 5-3-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss J03 Truss Type HALF HIP Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718703 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-ZjE7IgtuWlK4JW9yJTXGIUjY2JcMvDhyjgoEiYz38rf Scale = 1:14.8 1 2 3 4 5 10 3x4 3x4 2x4 3x4 5x6 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.27 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.01 0.03 (loc) 5-8 5-8 1 5-8 l/defl >999 >807 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 5=Mechanical Max Horz 1=42(LC 12) Max Uplift 1=-10(LC 12), 5=-26(LC 12) Max Grav 1=213(LC 1), 5=213(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-288/27 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-8-6, Interior(1) 3-8-6 to 4-5-4, Exterior(2) 4-5-4 to 5-3-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss J04 Truss Type Half Hip Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718704 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-ZjE7IgtuWlK4JW9yJTXGIUjYFJcPvDhyjgoEiYz38rf Scale = 1:14.8 1 2 3 4 5 6 11 2x4 3x6 3x4 3x4 5x6 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)-- [2:0-3-14,0-0-2] 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.26 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.01 0.03 (loc) 6-9 6-9 2 6-9 l/defl >999 >826 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=Mechanical Max Horz 2=56(LC 12) Max Uplift 2=-43(LC 12), 6=-24(LC 12) Max Grav 2=270(LC 1), 6=208(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-267/27 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 4-5-4, Exterior(2) 4-5-4 to 5-3-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss J05 Truss Type Jack-Open Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718705 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-2voWW0uWH3Sxwgk9tA2VqiFmai?Jegd5xKXoF_z38re Scale = 1:10.2 1 2 5 3 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.09 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 7 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=49(LC 12) Max Uplift 5=-41(LC 12), 3=-19(LC 12) Max Grav 5=164(LC 1), 3=54(LC 1), 4=41(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718706 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-W6MujMu82MaoYqJLRuZkNvoxW6LxN6tFA_HLnRz38rd Scale = 1:8.6 1 2 5 3 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 12) Max Uplift 5=-43(LC 12), 3=-8(LC 9) Max Grav 5=138(LC 1), 3=22(LC 1), 4=23(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718707 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-W6MujMu82MaoYqJLRuZkNvoxW6LxN6tFA_HLnRz38rd Scale = 1:8.6 1 2 5 3 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=40(LC 12) Max Uplift 5=-43(LC 12), 3=-8(LC 9) Max Grav 5=138(LC 1), 3=22(LC 1), 4=23(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss J08 Truss Type JACK-OPEN Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718708 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-_IwGxivnogifA_uX?b4zw7L6CWhk6Z6OPe0uJtz38rc Scale = 1:10.2 1 4 2 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=23(LC 12) Max Uplift 2=-23(LC 12) Max Grav 4=89(LC 1), 2=63(LC 1), 3=43(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718709 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-SUTe82wPZ_qVn8TkYJcCSKtIfw1Or0MXeImSrJz38rb Scale = 1:8.6 1 4 2 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.04 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4 4 2 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 4 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=14(LC 12) Max Uplift 2=-15(LC 12) Max Grav 4=54(LC 1), 2=38(LC 1), 3=26(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718710 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-SUTe82wPZ_qVn8TkYJcCSKtIfw1Or0MXeImSrJz38rb Scale = 1:8.6 1 4 2 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 IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.04 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4 4 2 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 4 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=14(LC 12) Max Uplift 2=-15(LC 12) Max Grav 4=54(LC 1), 2=38(LC 1), 3=26(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss JG01 Truss Type Half Hip Girder Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718711 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-wg10MOx1KHyMPI2w607R?YQRlKLxaS8hsyW?Omz38ra Scale = 1:12.3 1 2 3 4 5 7 6 8 9 5x6 2x4 3x43x4 3x4 2x4 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)-- [2:0-2-6,0-0-2] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.12 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-3-8 Max Horz 2=30(LC 25) Max Uplift 6=-22(LC 5), 2=-46(LC 8) Max Grav 6=217(LC 1), 2=279(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-340/2 BOT CHORD 2-7=-7/273, 6-7=-12/264 WEBS 4-6=-282/13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 lb down and 42 lb up at 2-5-4, and 20 lb down and 32 lb up at 3-6-5 on top chord, and 20 lb down at 2-5-4, and 10 lb down at 3-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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=-13(B) 9=-1(B) June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss JG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718712 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:52:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-OtbPZjyf5b4D1Rd6gjegXlzcSjg1JvEq5cFZwCz38rZ Scale = 1:11.5 1 2 3 4 6 5 11 12 3x4 3x4 5x6 2x4 2x4 3x4 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)-- [1:0-1-12,0-0-2] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.15 0.13 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 5-6 5-6 5 9 l/defl >999 >999 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 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 5=Mechanical Max Horz 1=22(LC 8) Max Uplift 1=-13(LC 8), 5=-22(LC 4) Max Grav 1=232(LC 1), 5=231(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-314/19 BOT CHORD 1-6=-15/302, 5-6=-19/293 WEBS 3-5=-313/21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 46 lb up at 2-5-4, and 23 lb down and 38 lb up at 3-6-5 on top chord, and 22 lb down at 2-5-4, and 11 lb down at 3-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-6(F) 6=-22(F) 11=-3(F) 12=-7(F) June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss T01 Truss Type COMMON Qty 18 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718713 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:53:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-KFj9_PzvdCKxGlmVn8g8dA2nEX9JnbK7Ywkf?4z38rX Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 27 28 29 30 3x8 5x6 3x8 5x8 3x6 4x8 4x8 3x6 3x4 2x4 3x6 3x4 2x4 5x8 3x6 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)-- [2:0-4-2,Edge], [12:0-4-2,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.83 0.98 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.82 0.19 0.21 (loc) 14-16 16-18 12 16-18 l/defl >999 >544 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-17: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 2=0-3-8, 12=0-3-8 Max Horz 2=86(LC 11) Max Uplift 2=-157(LC 12), 12=-157(LC 12) Max Grav 2=1533(LC 1), 12=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3391/470, 4-6=-3153/420, 6-7=-2314/381, 7-8=-2314/381, 8-10=-3153/420, 10-12=-3391/470 BOT CHORD 2-18=-373/3156, 16-18=-285/2687, 14-16=-294/2687, 12-14=-370/3156 WEBS 7-16=-109/1159, 8-16=-748/180, 8-14=0/482, 10-14=-301/147, 6-16=-748/180, 6-18=0/482, 4-18=-301/147 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 18-6-0, Exterior(2) 18-6-0 to 22-2-6, Interior(1) 22-2-6 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=157, 12=157. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss T02 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718714 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:53:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-pSHXBl_XOWTouvLhLsBN9Ob_vxXsW4GHnaUDXXz38rW Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 1314 20 19 18 17 16 15 29 30 31 32 3x8 5x6 6x6 3x8 5x8 3x6 4x83x4 2x4 3x6 3x8 3x4 3x6 3x4 2x4 5x8 3x6 4x8 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)-- [2:0-4-2,Edge], [13:0-4-2,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.64 0.89 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.77 0.18 0.20 (loc) 15-17 15-17 13 15-17 l/defl >999 >576 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 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 *Except* 16-19: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-7-9 oc purlins, except 2-0-0 oc purlins (3-9-13 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. REACTIONS. (size) 2=0-3-8, 13=0-3-8 Max Horz 2=-80(LC 10) Max Uplift 2=-157(LC 12), 13=-157(LC 12) Max Grav 2=1533(LC 1), 13=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3372/510, 4-6=-3168/474, 6-7=-2446/445, 7-8=-2258/451, 8-9=-2444/445, 9-11=-3169/474, 11-13=-3372/510 BOT CHORD 2-20=-421/3135, 18-20=-373/2806, 17-18=-236/2255, 15-17=-377/2806, 13-15=-424/3136 WEBS 6-20=0/406, 6-18=-698/175, 7-18=-63/522, 8-17=-47/534, 9-17=-700/175, 9-15=0/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 17-5-9, Exterior(2) 17-5-9 to 24-9-4, Interior(1) 24-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=157, 13=157. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss T03 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718715 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:53:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-HervP5?A9qbfV3wtvZicib78ULshFfbQ0EDm3zz38rV Scale = 1:65.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 26 27 28 29 30 31 3x6 6x6 5x6 3x6 5x8 3x6 4x6 3x6 2x4 3x4 3x8 3x6 2x4 5x8 3x6 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)-- [2:0-4-2,Edge], [11:0-4-2,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.72 0.92 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.66 0.19 0.18 (loc) 15-17 15-17 11 15-17 l/defl >999 >672 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 3-0-1 oc purlins, except 2-0-0 oc purlins (3-1-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS. (size) 2=0-3-8, 11=0-3-8 Max Horz 2=72(LC 11) Max Uplift 2=-158(LC 12), 11=-126(LC 12) Max Grav 2=1533(LC 1), 11=1479(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3364/564, 4-6=-2699/514, 6-7=-2488/524, 7-9=-2701/509, 9-11=-3370/561 BOT CHORD 2-17=-482/3128, 15-17=-482/3128, 14-15=-349/2487, 12-14=-474/3134, 11-12=-474/3134 WEBS 4-17=0/257, 4-15=-719/145, 6-15=0/468, 7-14=0/468, 9-14=-725/147, 9-12=0/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 15-5-9, Exterior(2) 15-5-9 to 20-8-6, Interior(1) 20-8-6 to 21-6-7, Exterior(2) 21-6-7 to 26-9-4, Interior(1) 26-9-4 to 37-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=158, 11=126. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss T04 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718716 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:53:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-D1ygqn0QhRrNlM4G0_l4n0DWM8amjVGjTYit8sz38rT Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 25 26 27 28 5x6 5x6 5x8 3x6 5x8 3x6 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)-- [2:0-4-2,Edge], [10:0-4-2,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.63 0.75 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.88 0.18 0.18 (loc) 13-14 13-14 10 14-16 l/defl >999 >506 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 3-3-3 oc purlins, except 2-0-0 oc purlins (3-4-2 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 2=0-3-8 Max Horz 2=64(LC 11) Max Uplift 10=-126(LC 12), 2=-158(LC 12) Max Grav 10=1479(LC 1), 2=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3364/587, 4-5=-2914/530, 5-6=-2700/538, 6-7=-2701/534, 7-8=-2915/526, 8-10=-3371/584 BOT CHORD 2-16=-510/3132, 14-16=-510/3132, 13-14=-445/2895, 11-13=-501/3140, 10-11=-501/3140 WEBS 4-14=-487/139, 5-14=-22/562, 6-14=-421/133, 6-13=-420/131, 7-13=-26/563, 8-13=-494/141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 13-5-9, Exterior(2) 13-5-9 to 18-6-0, Interior(1) 18-6-0 to 23-6-7, Exterior(2) 23-6-7 to 28-9-4, Interior(1) 28-9-4 to 37-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=126, 2=158. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss T05 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718717 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:53:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-hDW21712SlzEMWfSaiGJJElbYYvYS?psiCSQgIz38rS Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 26 27 28 29 30 31 32 33 34 6x6 6x6 5x8 3x6 5x8 3x6 4x6 3x6 2x4 3x4 3x12 2x4 3x4 3x6 2x44x6 5-5-6 5-5-6 11-5-9 6-0-3 18-6-0 7-0-7 25-6-7 7-0-7 31-6-10 6-0-3 37-0-0 5-5-6 -0-10-8 0-10-8 5-5-6 5-5-6 11-5-9 6-0-3 18-6-0 7-0-7 25-6-7 7-0-7 31-6-10 6-0-3 37-0-0 5-5-6 0-7-134-4-24-5-110-7-134-4-24.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [10:0-4-2,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 IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.99 0.78 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.73 0.18 0.22 (loc) 14 12-14 10 14 l/defl >999 >605 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed, except 2-0-0 oc purlins (3-8-12 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. REACTIONS. (size) 10=0-3-8, 2=0-3-8 Max Horz 2=55(LC 11) Max Uplift 10=-126(LC 12), 2=-158(LC 12) Max Grav 10=1479(LC 1), 2=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3348/594, 4-5=-3099/572, 5-6=-3461/660, 6-7=-3461/660, 7-8=-3101/567, 8-10=-3357/592 BOT CHORD 2-17=-527/3122, 16-17=-527/3122, 14-16=-442/2904, 12-14=-432/2905, 11-12=-519/3131, 10-11=-519/3131 WEBS 4-16=-255/92, 5-16=0/351, 5-14=-136/795, 6-14=-523/206, 7-14=-133/794, 7-12=0/352, 8-12=-263/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 11-5-9, Exterior(2) 11-5-9 to 16-8-6, Interior(1) 16-8-6 to 25-6-7, Exterior(2) 25-6-7 to 30-9-4, Interior(1) 30-9-4 to 37-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=126, 2=158. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss T06 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718718 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:53:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-9P4QET2gD255_gEf8PnYsRIpcyJ9BRm0xsB_Ckz38rR Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 26 27 28 29 30 31 32 33 3435 5x6 3x6 5x6 3x6 5x6 3x6 3x8 MT18HS 3x8 2x4 3x4 3x4 3x4 3x8 2x4 5x6 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)-- [2:0-3-6,0-1-10], [12:0-3-6,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.78 0.56 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.94 0.19 0.27 (loc) 15 15-17 12 15 l/defl >999 >471 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 2-6-0, Right 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-5-9 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. WEBS 1 Row at midpt 6-17, 8-13 REACTIONS. (size) 12=0-3-8, 2=0-3-8 Max Horz 2=46(LC 11) Max Uplift 12=-126(LC 12), 2=-158(LC 12) Max Grav 12=1479(LC 1), 2=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3332/645, 4-5=-3258/573, 5-6=-3054/572, 6-8=-4054/699, 8-9=-3058/569, 9-10=-3262/569, 10-12=-3341/645 BOT CHORD 2-17=-570/3101, 15-17=-632/3966, 13-15=-638/3967, 12-13=-562/3110 WEBS 5-17=-29/665, 6-17=-1142/239, 6-15=0/252, 8-15=0/252, 8-13=-1140/235, 9-13=-35/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 9-5-9, Exterior(2) 9-5-9 to 14-8-6, Interior(1) 14-8-6 to 27-6-7, Exterior(2) 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=126, 2=158. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss T07 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718719 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:53:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-5oCAf83wlgLoD_O1Fqp0xsN83l_rfKYIOAg5Hdz38rP Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 2829 30 31 32 33 5x6 3x8 4x8 3x6 4x8 3x6 5x10 MT18HS3x12 2x4 3x6 3x4 3x4 3x4 3x6 3x12 2x4 5x6 5x10 MT18HS 7-5-9 7-5-9 15-5-2 7-11-9 21-6-14 6-1-12 29-6-7 7-11-9 37-0-0 7-5-9 -0-10-8 0-10-8 3-10-8 3-10-8 7-5-9 3-7-0 12-10-5 5-4-12 18-6-0 5-7-11 24-1-11 5-7-11 29-6-7 5-4-12 33-1-8 3-7-0 37-0-0 3-10-8 0-7-133-0-23-1-110-7-133-0-24.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-2], [13:0-0-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.84 0.61 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.47 -1.17 0.21 0.37 (loc) 16-17 16-17 13 16-17 l/defl >940 >380 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 129 lb FT = 11% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. WEBS 1 Row at midpt 6-19, 9-14 REACTIONS. (size) 13=0-3-8, 2=0-3-8 Max Horz 2=37(LC 11) Max Uplift 13=-126(LC 12), 2=-158(LC 12) Max Grav 13=1479(LC 1), 2=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3259/624, 4-5=-3383/585, 5-6=-3181/578, 6-7=-4879/815, 7-9=-4880/823, 9-10=-3186/575, 10-11=-3389/582, 11-13=-3271/623 BOT CHORD 2-19=-553/3008, 17-19=-739/4581, 16-17=-800/5071, 14-16=-754/4583, 13-14=-545/3020 WEBS 4-19=0/381, 5-19=-50/725, 6-19=-1627/318, 6-17=0/471, 7-17=-301/101, 7-16=-300/100, 9-16=0/470, 9-14=-1625/314, 10-14=-56/728, 11-14=0/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 7-5-9, Exterior(2) 7-5-9 to 12-10-5, Interior(1) 12-10-5 to 29-6-7, Exterior(2) 29-6-7 to 34-9-4, Interior(1) 34-9-4 to 37-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=126, 2=158. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss TG01 Truss Type HIP GIRDER Qty 2 Ply 2 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718720 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:53:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-2BKx4q5BGHbWTHXQNFsU0HSUAZg?7AhbsU9BLVz38rN Scale = 1:65.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 8x10 4x8 4x84x8 6x18 MT18HS 2x4 4x10 4x6 4x8 2x4 4x6 4x10 8x10 2x4 6x18 MT18HS 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)-- [11:0-3-8,0-2-0], [15:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 12.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.57 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.69 -1.69 0.17 0.58 (loc) 13 13 9 13 l/defl >637 >260 n/a >762 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 385 lb FT = 11% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-15,4-13,7-13,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-2-11 oc purlins, except 2-0-0 oc purlins (2-9-14 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 2=0-3-8 Max Horz 2=28(LC 24) Max Uplift 9=-468(LC 8), 2=-500(LC 8) Max Grav 9=3217(LC 1), 2=3261(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8515/1259, 3-4=-13901/2116, 4-5=-15880/2417, 5-7=-15880/2417, 7-8=-13937/2131, 8-9=-8577/1280 BOT CHORD 2-16=-1142/7958, 15-16=-1137/7898, 13-15=-2057/13899, 11-13=-2071/13936, 10-11=-1158/7956, 9-10=-1162/8017 WEBS 3-16=-57/794, 3-15=-960/6334, 4-15=-1101/228, 4-13=-373/2110, 5-13=-400/123, 7-13=-359/2074, 7-11=-1091/223, 8-11=-954/6315, 8-10=-62/817 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=73ft; L=37ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=468, 2=500. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 June 24,2021 07/08/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21103763 Truss TG01 Truss Type HIP GIRDER Qty 2 Ply 2 ONYX + EAST - VWC BLDG. E ROOF Job Reference (optional) I46718720 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 06:53:10 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-2BKx4q5BGHbWTHXQNFsU0HSUAZg?7AhbsU9BLVz38rN NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 46 lb up at 2-6-0, 184 lb down and 48 lb up at 4-6-0, 184 lb down and 53 lb up at 6-6-0, 184 lb down and 53 lb up at 8-6-0, 184 lb down and 53 lb up at 10-6-0, 184 lb down and 53 lb up at 12-6-0, 184 lb down and 53 lb up at 14-6-0, 184 lb down and 53 lb up at 16-6-0, 184 lb down and 53 lb up at 18-6-0, 184 lb down and 53 lb up at 20-6-0, 184 lb down and 53 lb up at 22-6-0, 184 lb down and 53 lb up at 24-6-0, 189 lb down and 55 lb up at 26-6-0, 189 lb down and 55 lb up at 28-6-0, 189 lb down and 55 lb up at 30-6-0, and 189 lb down and 50 lb up at 32-6-0, and 207 lb down and 46 lb up at 34-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-8=-64, 8-9=-64, 2-9=-24 Concentrated Loads (lb) Vert: 13=-184(B) 18=-193(B) 19=-184(B) 20=-184(B) 21=-184(B) 22=-184(B) 23=-184(B) 24=-184(B) 25=-184(B) 26=-184(B) 27=-184(B) 28=-184(B) 29=-189(B) 30=-189(B) 31=-189(B) 32=-189(B) 33=-207(B) 07/08/21 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 platewidth measured perpendicularto 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.21.The design does not take into account any dynamicor other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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.W4- 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1" 4/3PLATE LOCATION AND ORIENTATIONSymbols Numbering 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. 6-4-8 WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths07/08/21