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Home My WebLink AboutI47126079.Building_A_Roof_Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). July 23,2021 Liu, Xuegang Pages or sheets covered by this seal: I47126079 thru I47126109 My license renewal date for the state of Indiana is July 31, 2022. Building_A_Roof_Trusses ONYX + EAST - UWC BLDG. A ROOF IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss CG01 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126079 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:30:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-9uWRY0jPTofm1?fYZI9ecXHLNgn8GeRsgTslJpyvVIT Scale = 1:10.0 1 2 3 10 4 11 12 5 4x6 3x4 3-5-63-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-111-5-70-3-151-1-81-5-72.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.05 0.01 0.00 (loc) 5-8 5-8 2 8 l/defl >851 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=37(LC 8) Max Uplift 4=-19(LC 8), 2=-54(LC 8) Max Grav 4=126(LC 20), 2=453(LC 21), 5=390(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-517/28 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 14 lb up at 2-0-6 on top chord, and 250 lb down and 2 lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=2(B) July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss CG02 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126080 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:30:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-d54plMj1E6nde8El70gt8kqW747N?5h0u7cJrGyvVIS Scale = 1:10.0 1 2 3 10 4 11 12 5 4x6 3x4 3-5-63-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-111-5-70-3-151-1-81-5-72.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.05 0.01 0.00 (loc) 5-8 5-8 2 8 l/defl >851 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=37(LC 8) Max Uplift 4=-19(LC 8), 2=-54(LC 8) Max Grav 4=126(LC 20), 2=453(LC 21), 5=390(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-517/28 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 13 lb up at 2-0-6 on top chord, and 250 lb down and 2 lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=2(F) July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss CG03 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126081 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:30:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-5HeCyikf?PvUGIpxhjB6hyNhtUTckYx97nLsOiyvVIR Scale = 1:10.0 1 2 3 10 4 11 12 5 4x6 3x4 3-5-63-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-111-5-72.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.05 0.01 0.00 (loc) 5-8 5-8 2 8 l/defl >851 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=37(LC 8) Max Uplift 4=-19(LC 8), 2=-54(LC 8) Max Grav 4=126(LC 20), 2=453(LC 21), 5=390(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-517/28 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 14 lb up at 2-0-6 on top chord, and 250 lb down and 2 lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=2(F) July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss CG04 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126082 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:30:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-ZTCaA2lImj1LuSO7ERiLE9vsdtorT?BIMR5Pw8yvVIQ Scale = 1:10.0 1 2 3 10 4 11 12 5 4x6 3x4 3-5-63-5-6 -1-2-14 1-2-14 3-5-6 3-5-6 0-7-111-5-72.83 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.05 0.01 0.00 (loc) 5-8 5-8 2 8 l/defl >851 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-9, 5=Mechanical Max Horz 2=37(LC 8) Max Uplift 4=-19(LC 8), 2=-54(LC 8) Max Grav 4=126(LC 20), 2=453(LC 21), 5=390(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-517/28 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 24 lb up at 2-0-6 on top chord, and 250 lb down and 0 lb up at 2-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=-2(B) July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss GE01 Truss Type Common Supported Gable Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126083 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-WsJKbkmYIKH27mXWMrkpJa?I3hdixuVbplaW_1yvVIO Scale = 1:62.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 58 59 5x6 3x6 3x6 3x4 5x6 5x6 5x6 5x6 37-0-037-0-0 -0-10-8 0-10-8 18-6-0 18-6-0 37-0-0 18-6-0 0-7-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [9:0-3-0,0-3-0], [23:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.05 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 30 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 175 lb FT = 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 37-0-0. (lb) - Max Horz 2=93(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 Max Grav All reactions 250 lb or less at joint(s) 30, 2, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=37ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-9-14, Exterior(2N) 2-9-14 to 18-6-0, Corner(3R) 18-6-0 to 22-2-6, Exterior(2N) 22-2-6 to 36-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 43, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss GE02 Truss Type GABLE Qty 8 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126084 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-wR?TDlpQbFgd_DG51_IWxDdo6ufQ8FA2VjoAbMyvVIL Scale = 1:67.7 1 2 3 4 5 6 78 9 10 11 12 13 14 1516 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 3x6 3x6 3x6 5x6 3x6 3x6 3x6 3x6 3x6 39-0-039-0-0 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) 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=94(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 4-0-9, Exterior(2N) 4-0-9 to 18-6-0, Corner(3E) 18-6-0 to 19-6-0, Exterior(2N) 19-6-0 to 20-6-0, Corner(3R) 20-6-0 to 24-4-13, Exterior(2N) 24-4-13 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. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss GE03 Truss Type Roof Special Structural Gable Qty 1 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126085 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-sq7DeRqh6twLEXQT9PK_0eivSi6Hc13Kz1HHgEyvVIJ Scale = 1:68.2 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 26 35 36 37 38 3x8 5x6 6x8 5x12 3x6 5x8 3x6 4x6 3x8 4x8 3x4 5x8 3x8 3x4 3x4 2x4 4x8 3x6 5x12 3x12 4x6 2x4 3x8 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 -0-10-80-10-8 6-4-56-4-5 13-0-16-7-12 18-6-05-5-15 19-6-01-0-0 19-6-1 0-0-1 20-6-0 0-11-15 25-11-155-5-15 32-7-116-7-12 39-0-06-4-5 39-10-80-10-8 0-7-136-5-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-14], [10:0-3-8,0-1-8], [12:0-1-8,0-1-8], [13:0-6-0,0-2-0], [14:1-1-1,0-1-8], [14:0-3-10,0-3-14], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.97 0.91 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.65 0.13 0.18 (loc) 20-22 20-22 16 20-22 l/defl >999 >684 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 12-16 REACTIONS.All bearings 2-3-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=-85(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-138(LC 12), 14=-736(LC 1), 16=-172(LC 12), 14=-736(LC 1) Max Grav All reactions 250 lb or less at joint(s) 14 except 2=1553(LC 1), 16=2571(LC 1), 16=2571(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3404/656, 4-6=-3170/595, 6-7=-2250/508, 7-8=-2112/506, 8-9=-2061/495, 9-10=-2139/500, 10-12=-2159/451, 12-13=-53/480, 13-14=-278/1591 BOT CHORD 2-22=-556/3176, 20-22=-438/2661, 19-20=-268/2123, 17-19=-358/2251, 16-17=-312/1830, 14-16=-1419/281 WEBS 8-19=-646/146, 19-23=-163/871, 9-23=-162/850, 19-24=-377/153, 10-24=-363/144, 10-25=-313/119, 12-17=0/482, 8-20=-431/95, 7-20=-176/943, 6-20=-788/235, 6-22=0/527, 4-22=-320/175, 13-16=-599/167, 12-26=-2697/498, 16-26=-3666/662, 13-26=-171/1010 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-0-5, Interior(1) 3-0-5 to 18-6-0, Exterior(2E) 18-6-0 to 19-6-0, Interior(1) 19-6-0 to 20-6-0, Exterior(2R) 20-6-0 to 24-4-13, Interior(1) 24-4-13 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 2, 736 lb uplift at joint 14, 172 lb uplift at joint 16 and 736 lb uplift at joint 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss GE03A Truss Type Roof Special Structural Gable Qty 1 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126086 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-oCEz37sxeUA3TrasGqMS53nFyWol4xZdQLmOk7yvVIH Scale = 1:68.2 Sheet Back 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 26 35 36 37 38 3x8 5x6 6x8 5x12 3x6 5x8 3x6 4x6 3x8 4x8 3x4 5x8 3x8 3x4 3x4 2x4 4x8 3x6 5x12 3x12 4x6 2x4 3x8 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 -0-10-80-10-8 6-4-56-4-5 13-0-16-7-12 18-6-05-5-15 19-6-01-0-0 19-6-1 0-0-1 20-6-0 0-11-15 25-11-155-5-15 32-7-116-7-12 39-0-06-4-5 39-10-80-10-8 0-7-136-5-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-14], [10:0-3-8,0-1-8], [12:0-1-8,0-1-8], [13:0-6-0,0-2-0], [14:1-1-1,0-1-8], [14:0-3-10,0-3-14], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.97 0.91 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.65 0.13 0.18 (loc) 20-22 20-22 16 20-22 l/defl >999 >684 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 12-16 REACTIONS.All bearings 2-3-8 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=85(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-138(LC 12), 14=-736(LC 1), 16=-172(LC 12), 14=-736(LC 1) Max Grav All reactions 250 lb or less at joint(s) 14 except 2=1553(LC 1), 16=2571(LC 1), 16=2571(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3404/656, 4-6=-3170/595, 6-7=-2250/508, 7-8=-2112/506, 8-9=-2061/495, 9-10=-2139/500, 10-12=-2159/451, 12-13=-53/480, 13-14=-278/1591 BOT CHORD 2-22=-556/3176, 20-22=-438/2661, 19-20=-268/2123, 17-19=-358/2251, 16-17=-312/1830, 14-16=-1419/281 WEBS 8-19=-646/146, 19-23=-163/871, 9-23=-162/850, 19-24=-377/153, 10-24=-363/144, 10-25=-313/119, 12-17=0/482, 8-20=-431/95, 7-20=-176/943, 6-20=-788/235, 6-22=0/527, 4-22=-320/175, 13-16=-599/167, 12-26=-2697/498, 16-26=-3666/662, 13-26=-171/1010 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=39ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 3-0-5, Interior(1) 3-0-5 to 18-6-0, Exterior(2E) 18-6-0 to 19-6-0, Interior(1) 19-6-0 to 20-6-0, Exterior(2R) 20-6-0 to 24-4-13, Interior(1) 24-4-13 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 2, 736 lb uplift at joint 14, 172 lb uplift at joint 16 and 736 lb uplift at joint 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss GE04 Truss Type Common Supported Gable Qty 3 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126087 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-HOoMGTtZPoIw5_82qXuheGKeavMcpWRnf?WxHZyvVIG 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 4x6 3x4 3x4 4x6 5x6 0-0-80-0-8 19-6-019-5-8 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) 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=185(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=-334/104, 4-5=-268/80, 5-6=-253/78 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=37ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-9-14, Exterior(2N) 2-9-14 to 18-6-0, Corner(3E) 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. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss GE04A Truss Type Common Supported Gable Qty 3 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126088 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-Dnw6h9upxPYeKIIRxyw9jhP_3j24HQx36J?2LSyvVIE 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 4x6 3x4 3x4 4x6 5x6 0-0-80-0-8 19-6-019-5-8 -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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) 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=185(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=-334/104, 4-5=-268/80, 5-6=-253/78 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=37ft; eave=2ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-9-14, Exterior(2N) 2-9-14 to 18-6-0, Corner(3E) 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. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss J01 Truss Type Jack-Closed Qty 20 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126089 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-hzUUuUvRijgVyStdVfROFvy587DX0tPDLzkctuyvVID Scale = 1:15.6 1 2 3 4 5 10 11 12 2x4 2x4 3x6 3x4 5-5-95-5-9 -0-10-8 0-10-8 5-5-9 5-5-9 0-7-132-5-114.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.66 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.02 0.07 (loc) 5-8 5-8 2 5-8 l/defl >573 >407 n/a >960 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=67(LC 12) Max Uplift 5=-27(LC 12), 2=-35(LC 12) Max Grav 5=355(LC 27), 2=375(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-476/36 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 5-3-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss J02 Truss Type JACK-CLOSED Qty 6 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126090 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-hzUUuUvRijgVyStdVfROFvy5I7DX0tPDLzkctuyvVID Scale = 1:15.6 1 2 3 4 5 10 11 12 2x4 2x4 3x6 3x4 5-5-95-5-9 -0-10-8 0-10-8 5-5-9 5-5-9 0-7-132-5-114.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.66 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.02 0.07 (loc) 5-8 5-8 2 5-8 l/defl >573 >406 n/a >960 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=67(LC 12) Max Uplift 5=-27(LC 12), 2=-35(LC 12) Max Grav 5=355(LC 27), 2=375(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-475/36 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 5-3-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss J03 Truss Type HALF HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126091 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-9A2s6qw4T0oLZcSp3Nydo6UFjXaRlKjMacU9QKyvVIC Scale = 1:15.4 1 2 3 4 5 6 11 12 13 2x4 3x6 3x4 3x4 5x6 4-5-44-5-4 5-5-91-0-5 -0-10-8 0-10-8 4-5-4 4-5-4 5-5-9 1-0-5 0-7-132-0-02-1-92-0-04.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.62 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.02 0.04 (loc) 6-9 6-9 2 6-9 l/defl >633 >472 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=Mechanical Max Horz 2=54(LC 12) Max Uplift 2=-40(LC 12), 6=-22(LC 12) Max Grav 2=375(LC 29), 6=355(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-564/33 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 4-5-4, Exterior(2E) 4-5-4 to 5-3-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss J04 Truss Type Half Hip Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126092 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-dMcFJAxiEKwCBm10d4TsLK1QTwwgUnzWpGDiynyvVIB Scale = 1:15.4 1 2 3 4 5 6 11 12 13 2x4 3x6 3x4 3x4 5x6 4-5-44-5-4 5-5-91-0-5 -0-10-8 0-10-8 4-5-4 4-5-4 5-5-9 1-0-5 0-7-132-0-02-1-92-0-04.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.39 0.62 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.02 0.04 (loc) 6-9 6-9 2 6-9 l/defl >633 >472 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=Mechanical Max Horz 2=54(LC 12) Max Uplift 2=-40(LC 12), 6=-22(LC 12) Max Grav 2=375(LC 29), 6=355(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-564/33 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 4-5-4, Exterior(2E) 4-5-4 to 5-3-13 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss J05 Truss Type Jack-Open Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126093 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-5YAdXWxK?e23pvcCAo_5tXafBKMoDE8f1wzGUDyvVIA Scale = 1:10.2 1 2 5 3 6 4 3x6 2-5-42-5-4 -0-10-8 0-10-8 2-5-4 2-5-4 0-7-131-5-91-1-61-5-94.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=48(LC 12) Max Uplift 5=-39(LC 12), 3=-18(LC 12) Max Grav 5=320(LC 24), 3=54(LC 1), 4=271(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss J06 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126094 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-5YAdXWxK?e23pvcCAo_5tXagsKNWDE8f1wzGUDyvVIA Scale = 1:8.6 1 2 5 3 6 4 3x6 1-6-01-6-0 -0-10-8 0-10-8 1-6-0 1-6-0 0-7-131-1-130-9-101-1-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=39(LC 12) Max Uplift 5=-42(LC 12), 3=-8(LC 9) Max Grav 5=305(LC 24), 3=22(LC 1), 4=261(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss J07 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126095 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-Zlj?ksyymxAwQ3BOkVWKQl6rbkjlyhOpGaip0fyvVI9 Scale = 1:8.6 1 2 5 3 6 4 3x6 1-6-01-6-0 -0-10-8 0-10-8 1-6-0 1-6-0 0-7-131-1-130-9-101-1-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=39(LC 12) Max Uplift 5=-42(LC 12), 3=-8(LC 9) Max Grav 5=305(LC 24), 3=22(LC 1), 4=261(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss J08 Truss Type JACK-OPEN Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126096 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-2xHNyCzaXFIn2DmbID1Zyyf0W81Kh8eyVESMZ5yvVI8 Scale = 1:10.2 1 2 3 4 6 5 3x4 3x4 2-5-42-5-4 -0-10-8 0-10-8 2-5-4 2-5-4 0-7-131-5-91-1-61-5-94.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.02 -0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 1-5-9 BRACING- TOP CHORD Sheathed or 2-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=32(LC 12) Max Uplift 4=-24(LC 12), 2=-34(LC 12) Max Grav 4=62(LC 1), 2=318(LC 24), 5=274(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126097 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-W7rl9Y_CIZQegNKnswYoVACBvYOcQbu5juBw5YyvVI7 Scale = 1:8.6 1 2 3 4 6 5 3x4 3x4 1-6-01-6-0 -0-10-8 0-10-8 1-6-0 1-6-0 0-7-131-1-130-9-101-1-134.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** 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 SLIDER Left 2x4 SPF-S Stud 1-5-2 BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=23(LC 12) Max Uplift 4=-12(LC 12), 2=-36(LC 12) Max Grav 4=29(LC 1), 2=302(LC 24), 5=265(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss J10 Truss Type Jack-Open Qty 1 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126098 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-W7rl9Y_CIZQegNKnswYoVACBZYOAQbu5juBw5YyvVI7 Scale = 1:8.6 1 4 2 5 3 3x6 1-6-01-6-0 1-6-0 1-6-0 0-7-131-1-134.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 3-4 3-4 2 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 4 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=13(LC 12) Max Uplift 2=-15(LC 12) Max Grav 4=277(LC 24), 2=38(LC 1), 3=263(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss JG01 Truss Type Half Hip Girder Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126099 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-SWzWaE?TpAhMvhU9zLaGabHQWLuOuPkOBCg19QyvVI5 Scale = 1:12.3 1 2 3 4 5 7 6 8 9 10 5x6 2x4 3x6 3x6 3x4 3x6 2-5-42-5-4 5-5-93-0-5 -0-10-8 0-10-8 2-5-4 2-5-4 5-5-9 3-0-5 0-7-131-4-21-5-91-4-24.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.92 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.07 0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >968 >891 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 4-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8 Max Horz 2=29(LC 32) Max Uplift 6=-20(LC 5), 2=-43(LC 8) Max Grav 6=733(LC 27), 2=724(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1365/0 BOT CHORD 2-7=-5/1238, 6-7=-10/1128 WEBS 4-7=0/846, 4-6=-1209/11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 41 lb up at 2-5-4, and 20 lb down and 31 lb up at 3-6-5 on top chord, and 362 lb down at 2-5-4, and 251 lb down at 3-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss JG01 Truss Type Half Hip Girder Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126099 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:20 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-SWzWaE?TpAhMvhU9zLaGabHQWLuOuPkOBCg19QyvVI5 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 4=-3(B) 7=-13(B) 10=-1(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss JG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126100 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-wiXunZ05aTpDXq3MX25V7oqbJlEcdsyYQsQaityvVI4 Scale = 1:12.3 1 2 3 4 5 7 6 8 9 10 5x6 2x4 3x6 3x6 3x4 3x6 2-5-42-5-4 5-5-93-0-5 -0-10-8 0-10-8 2-5-4 2-5-4 5-5-9 3-0-5 0-7-131-4-21-5-91-4-24.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.92 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.07 0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >972 >890 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-5 BRACING- TOP CHORD Sheathed or 4-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8 Max Horz 2=29(LC 32) Max Uplift 6=-19(LC 5), 2=-44(LC 8) Max Grav 6=724(LC 27), 2=720(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1356/1 BOT CHORD 2-7=-6/1230, 6-7=-12/1119 WEBS 4-7=0/849, 4-6=-1199/13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 41 lb up at 2-5-4, and 23 lb down and 37 lb up at 3-6-5 on top chord, and 362 lb down at 2-5-4, and 254 lb down at 3-6-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Continued on page 2 July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss JG02 Truss Type HALF HIP GIRDER Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126100 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:21 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-wiXunZ05aTpDXq3MX25V7oqbJlEcdsyYQsQaityvVI4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-3(F) 7=-13(F) 8=-2(F) 10=-4(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss T01 Truss Type COMMON Qty 38 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126101 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-Ov5G?v1jLnx48_eY5mckf0Mhg9bZMAtheW97EJyvVI3 Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 3x8 5x6 3x8 5x12 3x6 5x8 WB 4x8 3x6 3x4 2x4 3x6 3x4 2x4 5x12 3x6 5x8 WB 9-0-69-0-6 18-6-09-5-10 27-11-109-5-10 37-0-09-0-6 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 23-11-15 5-5-15 30-7-11 6-7-11 37-0-0 6-4-5 37-10-8 0-10-8 0-7-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [12:Edge,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.87 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.82 0.14 0.19 (loc) 16-18 16-18 12 16-18 l/defl >913 >543 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-84(LC 10) Max Uplift 2=-142(LC 12), 12=-142(LC 12) Max Grav 2=1533(LC 1), 12=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3388/674, 4-6=-3150/612, 6-7=-2314/527, 7-8=-2314/527, 8-10=-3150/612, 10-12=-3388/674 BOT CHORD 2-18=-566/3154, 16-18=-447/2686, 14-16=-448/2686, 12-14=-568/3154 WEBS 7-16=-186/1160, 8-16=-746/237, 8-14=0/557, 10-14=-302/173, 6-16=-746/237, 6-18=0/557, 4-18=-302/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 18-6-0, Exterior(2R) 18-6-0 to 22-2-6, Interior(1) 22-2-6 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 12=142. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss T01A Truss Type COMMON Qty 16 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126102 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-s5eeCF1L653xm8DkeT8zCDvsCZ_c5e8rtAvhmlyvVI2 Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 26 27 28 29 3x8 5x6 3x8 5x8 3x6 4x8 4x8 3x6 3x4 2x4 3x6 3x4 2x4 5x8 3x6 4x8 9-0-69-0-6 18-6-09-5-10 27-11-109-5-10 37-0-09-0-6 -0-10-8 0-10-8 6-4-5 6-4-5 13-0-1 6-7-11 18-6-0 5-5-15 23-11-15 5-5-15 30-7-11 6-7-11 37-0-0 6-4-5 0-7-136-9-130-7-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-14], [12:Edge,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.69 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.58 0.14 0.18 (loc) 15-17 15-17 12 15-17 l/defl >999 >765 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 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 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=85(LC 11) Max Uplift 2=-142(LC 12), 12=-112(LC 12) Max Grav 2=1559(LC 1), 12=1726(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3456/673, 4-6=-3223/613, 6-7=-2394/527, 7-8=-2394/529, 8-10=-3416/619, 10-12=-3762/683 BOT CHORD 2-17=-585/3217, 15-17=-468/2761, 13-15=-459/2824, 12-13=-586/3489 WEBS 7-15=-188/1211, 8-15=-828/239, 8-13=0/583, 10-13=-448/175, 6-15=-745/238, 6-17=0/476, 4-17=-293/171 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=69ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 18-6-0, Exterior(2R) 18-6-0 to 22-2-6, Interior(1) 22-2-6 to 37-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 12=112. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 1, 2, 17, 18, 19, 20, 23, 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-9=-60, 18-22=-20 Trapezoidal Loads (plf) Vert: 9=-70-to-12=-110 Continued on page 2 July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss T01A Truss Type COMMON Qty 16 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126102 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:23 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-s5eeCF1L653xm8DkeT8zCDvsCZ_c5e8rtAvhmlyvVI2 LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-50, 7-9=-50, 18-22=-20 Trapezoidal Loads (plf) Vert: 9=-57-to-12=-87 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-48, 2-7=-52, 7-9=-43, 18-22=-20 Horz: 1-2=-2, 2-7=2, 7-12=7 Trapezoidal Loads (plf) Vert: 9=-50-to-12=-80 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-7=-43, 7-9=-52, 18-22=-20 Horz: 1-2=-12, 2-7=-7, 7-12=-2 Trapezoidal Loads (plf) Vert: 9=-60-to-12=-90 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-7=-51, 7-9=-51, 18-22=-20 Horz: 1-2=-4, 2-7=1, 7-12=-1 Trapezoidal Loads (plf) Vert: 9=-58-to-12=-88 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-7=-51, 7-9=-51, 18-22=-20 Horz: 1-2=-4, 2-7=1, 7-12=-1 Trapezoidal Loads (plf) Vert: 9=-58-to-12=-88 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-9=-20, 18-22=-20 Trapezoidal Loads (plf) Vert: 9=-30-to-12=-70 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-20, 7-9=-60, 18-22=-20 Trapezoidal Loads (plf) Vert: 9=-70-to-12=-110 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-50, 7-9=-20, 18-22=-20 Trapezoidal Loads (plf) Vert: 9=-27-to-12=-58 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-20, 7-9=-50, 18-22=-20 Trapezoidal Loads (plf) Vert: 9=-57-to-12=-87 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss T02 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126103 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-pTmPdx3beiJf?SN7muARHe_EnMexZZI7KUOoreyvVI0 Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 11 12 1314 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 3x6 5x6 6x6 3x6 5x12 3x6 5x8 WB3x4 2x4 3x6 3x8 3x6 3x6 3x4 2x4 5x12 3x6 5x8 WB 8-10-88-10-8 17-5-98-7-0 19-6-72-0-14 28-1-88-7-0 37-0-08-10-8 -0-10-8 0-10-8 6-0-3 6-0-3 11-8-14 5-8-11 17-5-9 5-8-11 19-6-7 2-0-14 25-3-2 5-8-11 30-11-13 5-8-11 37-0-0 6-0-3 37-10-8 0-10-8 0-7-136-4-26-5-110-7-136-4-24.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [13:0-0-0,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.76 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.63 0.14 0.19 (loc) 15-17 15-17 13 15-17 l/defl >999 >702 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,10-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed or 2-7-11 oc purlins, except 2-0-0 oc purlins (3-9-13 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=-78(LC 10) Max Uplift 2=-142(LC 12), 13=-142(LC 12) Max Grav 2=1533(LC 1), 13=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3370/717, 4-6=-3166/664, 6-7=-2447/593, 7-8=-2259/592, 8-9=-2444/591, 9-11=-3167/649, 11-13=-3371/706 BOT CHORD 2-20=-614/3134, 18-20=-532/2805, 17-18=-343/2256, 15-17=-511/2805, 13-15=-595/3134 WEBS 6-20=0/481, 6-18=-696/222, 7-18=-88/522, 8-17=-76/611, 9-17=-699/224, 9-15=0/482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 17-5-9, Exterior(2E) 17-5-9 to 19-6-7, Exterior(2R) 19-6-7 to 24-9-4, Interior(1) 24-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 13=142. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss T03 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126104 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-lsu92d5sAJZMFlXWtJCvM33Z3AGE1buQootuvWyvVI_ Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 1112 18 17 16 15 14 13 27 28 29 30 31 32 33 34 35 36 37 38 39 3x6 5x12 5x8 3x6 5x8 3x6 4x6 3x6 2x4 3x4 3x8 3x6 2x4 5x8 3x6 4x6 7-10-87-10-8 15-5-97-7-0 21-6-76-0-14 29-1-87-7-0 37-0-07-10-8 -0-10-8 0-10-8 7-10-8 7-10-8 15-5-9 7-7-0 21-6-7 6-0-14 29-1-8 7-7-0 37-0-0 7-10-8 37-10-8 0-10-8 0-7-135-8-25-9-110-7-135-8-24.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-2-6], [6:0-6-0,0-1-11], [11:0-0-4,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.97 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.58 0.15 0.17 (loc) 16-18 16-18 11 16-18 l/defl >999 >770 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* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 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 3-0-1 oc purlins, except 2-0-0 oc purlins (3-1-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=-70(LC 10) Max Uplift 2=-142(LC 12), 11=-142(LC 12) Max Grav 2=1533(LC 1), 11=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3362/751, 4-6=-2698/662, 6-7=-2486/671, 7-9=-2698/662, 9-11=-3362/751 BOT CHORD 2-18=-638/3127, 16-18=-638/3127, 15-16=-457/2485, 13-15=-636/3126, 11-13=-636/3126 WEBS 4-18=0/351, 4-16=-720/195, 6-16=0/503, 7-15=-3/468, 9-15=-719/195, 9-13=0/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 15-5-9, Exterior(2R) 15-5-9 to 20-8-6, Interior(1) 20-8-6 to 21-6-7, Exterior(2R) 21-6-7 to 26-9-4, Interior(1) 26-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 11=142. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss T04 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126105 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-hF0wTI66ixp4U3gu?kFNRU9xvzzEVRWjF6M?zPyvVHy Scale = 1:64.7 1 2 3 4 5 6 7 8 9 1011 17 16 15 14 13 12 26 27 28 29 30 31 32 33 34 35 36 5x6 5x6 5x12 3x6 4x8 3x6 2x4 3x8 3x4 3x8 3x6 2x4 5x12 3x6 4x8 6-10-86-10-8 13-5-96-7-0 23-6-710-0-14 30-1-86-7-0 37-0-06-10-8 -0-10-8 0-10-8 6-10-8 6-10-8 13-5-9 6-7-0 18-6-0 5-0-7 23-6-7 5-0-7 30-1-8 6-7-0 37-0-0 6-10-8 37-10-8 0-10-8 0-7-135-0-45-1-110-7-135-0-44.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [10:Edge,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.93 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.91 0.14 0.17 (loc) 14-15 14-15 10 15-17 l/defl >856 >486 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 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 3-3-5 oc purlins, except 2-0-0 oc purlins (3-4-2 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=61(LC 11) Max Uplift 2=-142(LC 12), 10=-142(LC 12) Max Grav 2=1533(LC 1), 10=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3362/752, 4-5=-2912/667, 5-6=-2698/669, 6-7=-2698/669, 7-8=-2912/667, 8-10=-3362/752 BOT CHORD 2-17=-646/3130, 15-17=-646/3130, 14-15=-565/2892, 12-14=-643/3130, 10-12=-643/3130 WEBS 4-17=-4/294, 4-15=-497/177, 5-15=-40/562, 6-15=-420/137, 6-14=-420/137, 7-14=-40/562, 8-14=-497/177, 8-12=-4/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 13-5-9, Exterior(2R) 13-5-9 to 18-6-0, Interior(1) 18-6-0 to 23-6-7, Exterior(2R) 23-6-7 to 28-9-4, Interior(1) 28-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 10=142. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss T05 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126106 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-dd7gu_8MEY3okNqH69HrXvEBtniYzNL0jQr61HyvVHw Scale = 1:64.7 1 2 3 4 5 6 7 8 9 1011 18 17 16 15 14 13 12 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5x12 5x12 5x12 3x6 4x8 3x6 2x4 3x4 3x12 2x4 3x4 3x6 2x4 5x12 3x6 4x8 5-5-65-5-6 11-5-96-0-3 18-6-07-0-7 25-6-77-0-7 31-6-106-0-3 37-0-05-5-6 -0-10-8 0-10-8 5-5-6 5-5-6 11-5-9 6-0-3 18-6-0 7-0-7 25-6-7 7-0-7 31-6-10 6-0-3 37-0-0 5-5-6 37-10-8 0-10-8 0-7-134-4-24-5-110-7-134-4-24.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [5:0-6-0,0-1-11], [7:0-6-0,0-1-11], [10:Edge,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.69 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.56 0.14 0.21 (loc) 15 15-17 10 15 l/defl >999 >786 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-8, Right 2x4 SPF-S Stud 1-11-8 BRACING- TOP CHORD Sheathed, except 2-0-0 oc purlins (3-8-13 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-52(LC 10) Max Uplift 2=-142(LC 12), 10=-142(LC 12) Max Grav 2=1533(LC 1), 10=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3346/739, 4-5=-3097/701, 5-6=-3457/815, 6-7=-3457/815, 7-8=-3097/701, 8-10=-3346/739 BOT CHORD 2-18=-646/3120, 17-18=-646/3120, 15-17=-539/2902, 13-15=-536/2902, 12-13=-643/3120, 10-12=-643/3120 WEBS 4-18=-31/258, 4-17=-392/115, 5-17=0/420, 5-15=-144/792, 6-15=-523/233, 7-15=-144/792, 7-13=0/420, 8-13=-392/115, 8-12=-31/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 11-5-9, Exterior(2R) 11-5-9 to 16-8-6, Interior(1) 16-8-6 to 25-6-7, Exterior(2R) 25-6-7 to 30-9-4, Interior(1) 30-9-4 to 37-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 10=142. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss T06 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126107 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-5qh25K8_?sBfLXPTgso437nQvB_NiqN9x4bfakyvVHv Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22 23 24 25 26 27 28 29 30 31 32 5x6 3x6 5x8 3x8 3x8 MT18HS3x8 2x4 3x4 3x4 3x4 3x8 2x4 5x8 3x8 5x6 3x8 MT18HS 9-5-99-5-9 18-6-09-0-7 27-6-79-0-7 37-0-09-5-9 -0-10-8 0-10-8 4-10-8 4-10-8 9-5-9 4-7-0 15-5-14 6-0-5 21-6-2 6-0-5 27-6-7 6-0-5 32-1-8 4-7-0 37-0-0 4-10-8 37-10-8 0-10-8 0-7-133-8-23-9-110-7-133-8-24.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-3-2], [12:0-0-10,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.90 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.83 0.16 0.25 (loc) 16-18 16-18 12 16 l/defl >959 >537 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 130 lb FT = 11% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-5-11, Right 2x4 SPF-S Stud 2-5-11 BRACING- TOP CHORD Sheathed or 3-5-10 oc purlins, except 2-0-0 oc purlins (2-5-10 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. WEBS 1 Row at midpt 6-18, 8-14 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-44(LC 10) Max Uplift 2=-142(LC 12), 12=-142(LC 12) Max Grav 2=1533(LC 1), 12=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3357/781, 4-5=-3271/690, 5-6=-3066/683, 6-8=-4043/859, 8-9=-3066/683, 9-10=-3271/690, 10-12=-3357/782 BOT CHORD 2-18=-690/3057, 16-18=-773/3963, 14-16=-788/3963, 12-14=-675/3057 WEBS 4-18=0/263, 5-18=-52/670, 6-18=-1125/273, 6-16=0/286, 8-16=0/286, 8-14=-1125/272, 9-14=-52/670, 10-14=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 9-5-9, Exterior(2R) 9-5-9 to 14-8-6, Interior(1) 14-8-6 to 27-6-7, Exterior(2R) 27-6-7 to 32-9-4, Interior(1) 32-9-4 to 37-10-8 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) 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) 2=142, 12=142. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss T07 Truss Type HIP Qty 2 Ply 1 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126108 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-2CppW0AFWTRNbqZsoHqY8YsjP_hVAi3SPO4mecyvVHt Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 1314 20 19 18 17 16 15 2930 31 32 33 34 35 36 37 38 39 40 41 5x6 3x6 5x8 3x6 3x16 MT18HS3x12 2x4 3x6 3x4 3x4 3x4 3x6 3x12 2x4 5x8 3x6 5x6 3x16 MT18HS 7-5-97-5-9 15-5-27-11-9 21-6-146-1-12 29-6-77-11-9 37-0-07-5-9 -0-10-8 0-10-8 3-10-8 3-10-8 7-5-9 3-7-0 12-10-5 5-4-12 18-6-0 5-7-11 24-1-11 5-7-11 29-6-7 5-4-12 33-1-8 3-7-0 37-0-0 3-10-8 37-10-8 0-10-8 0-7-133-0-23-1-110-7-133-0-24.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-10], [13:Edge,0-2-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.86 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.94 0.17 0.35 (loc) 17-18 17-18 13 17-18 l/defl >941 >475 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 130 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 8-0-8 oc bracing. WEBS 1 Row at midpt 6-20, 9-15 REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=35(LC 11) Max Uplift 2=-142(LC 12), 13=-142(LC 12) Max Grav 2=1533(LC 1), 13=1533(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3258/732, 4-5=-3382/706, 5-6=-3179/689, 6-7=-4875/1000, 7-9=-4875/1000, 9-10=-3179/689, 10-11=-3382/706, 11-13=-3258/732 BOT CHORD 2-20=-636/3006, 18-20=-906/4578, 17-18=-958/5067, 15-17=-909/4578, 13-15=-633/3006 WEBS 4-20=0/381, 5-20=-73/725, 6-20=-1625/370, 6-18=0/476, 7-18=-300/117, 7-17=-300/117, 9-17=0/476, 9-15=-1625/370, 10-15=-73/725, 11-15=0/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-9-14, Interior(1) 2-9-14 to 7-5-9, Exterior(2R) 7-5-9 to 12-10-5, Interior(1) 12-10-5 to 29-6-7, Exterior(2R) 29-6-7 to 34-9-4, Interior(1) 34-9-4 to 37-10-8 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) 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) 2=142, 13=142. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss TG01 Truss Type HIP GIRDER Qty 2 Ply 2 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126109 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-SnVx82C7pOqySIHRTPOFmAUKJCkNN_ju5LIQFxyvVHq Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 2728 29 30 31 32 33 34 35 36 37 5x12 4x8 4x10 6x18 MT18HS3x8 4x10 4x6 4x10 2x4 4x6 4x10 5x12 3x8 6x18 MT18HS 4x10 5-5-95-5-9 11-10-146-5-6 18-6-06-7-2 25-1-26-7-2 31-6-76-5-6 37-0-05-5-9 -0-10-8 0-10-8 5-5-9 5-5-9 11-10-14 6-5-6 18-6-0 6-7-2 25-1-2 6-7-2 31-6-7 6-5-6 37-0-0 5-5-9 37-10-8 0-10-8 0-7-132-4-42-5-110-7-132-4-44.00 12 Plate Offsets (X,Y)-- [3:0-6-12,0-2-0], [8:0-6-12,0-2-0], [12:0-3-8,0-2-0], [16:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 0.0 * 12.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.72 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.88 -1.43 0.17 0.46 (loc) 14-16 14-16 9 14 l/defl >499 >309 n/a >957 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 417 lb FT = 11% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-6,6-8: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-16,4-14,7-14,8-12: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-5-15 oc purlins, except 2-0-0 oc purlins (4-5-7 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=27(LC 39) Max Uplift 2=-463(LC 8), 9=-462(LC 8) Max Grav 2=4345(LC 29), 9=4338(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11229/1160, 3-4=-17816/1949, 4-5=-20444/2236, 5-7=-20444/2236, 7-8=-17813/1949, 8-9=-11220/1160 BOT CHORD 2-17=-1045/10540, 16-17=-1041/10421, 14-16=-1886/17816, 12-14=-1886/17812, 11-12=-1041/10412, 9-11=-1044/10531 WEBS 3-17=-47/1662, 3-16=-883/7867, 4-16=-1098/214, 4-14=-354/3001, 5-14=-427/118, 7-14=-355/3005, 7-12=-1098/214, 8-12=-883/7872, 8-11=-47/1657 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=97ft; L=37ft; eave=5ft; Ke=0.97; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right 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) 2=463, 9=462. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads.Continued on page 2 July 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 BUILDING_A_ROOF_TRUS~S Truss TG01 Truss Type HIP GIRDER Qty 2 Ply 2 ONYX + EAST - UWC BLDG. A ROOF Job Reference (optional) I47126109 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 13:31:37 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:utm7i?GhZ6KwLtIdFq4UnKzix1w-SnVx82C7pOqySIHRTPOFmAUKJCkNN_ju5LIQFxyvVHq NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 709 lb down and 44 lb up at 2-6-0, 331 lb down and 46 lb up at 4-6-0, 331 lb down and 51 lb up at 6-6-0, 331 lb down and 51 lb up at 8-6-0, 331 lb down and 51 lb up at 10-6-0, 331 lb down and 51 lb up at 12-6-0, 331 lb down and 51 lb up at 14-6-0, 331 lb down and 51 lb up at 16-6-0, 331 lb down and 51 lb up at 18-6-0, 331 lb down and 51 lb up at 20-6-0, 331 lb down and 51 lb up at 22-6-0, 331 lb down and 51 lb up at 24-6-0, 331 lb down and 51 lb up at 26-6-0, 331 lb down and 51 lb up at 28-6-0, 331 lb down and 51 lb up at 30-6-0, and 331 lb down and 46 lb up at 32-6-0, and 700 lb down and 43 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, 8-10=-64, 2-9=-24 Concentrated Loads (lb) Vert: 14=-184(B) 20=-193(B) 21=-184(B) 22=-184(B) 23=-184(B) 24=-184(B) 25=-184(B) 26=-184(B) 28=-184(B) 29=-184(B) 31=-184(B) 32=-184(B) 33=-184(B) 34=-184(B) 35=-184(B) 36=-184(B) 37=-195(B) PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or 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.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths