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HomeMy WebLinkAboutGN010.3 Engineer stamp16023 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 30,2020 Liu, Xuegang Pages or sheets covered by this seal: I42243505 thru I42243542 My license renewal date for the state of Indiana is July 31, 2022. B20002071 LOT#51 JCKSON GRANT 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE01 Truss Type GABLE Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243505 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-rtCEhneHAk70mySUCgM2YJZMa?H9f_3ONv6QTfyss0B Scale = 1:52.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 10 8 6 27 28 29 30 9 31 32 7 4x6 3x8 6x8 6x8 Special Special Special 3-4-83-4-8 7-2-83-10-0 11-0-83-10-0 14-5-03-4-8 -1-2-8 1-2-8 7-2-8 7-2-8 14-5-0 7-2-8 15-7-8 1-2-8 1-4-78-6-151-4-712.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.12 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 8-9 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,4-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 3-8-0 except (jt=length) 9=0-3-8, 7=0-3-8. (lb) - Max Horz 10=177(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 7 except 10=-153(LC 12), 6=-152(LC 12) Max Grav All reactions 250 lb or less at joint(s) 9, 7 except 10=546(LC 1), 6=546(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-446/243, 3-4=-446/243, 2-10=-513/231, 4-6=-513/231 BOT CHORD 9-10=-162/334, 8-9=-162/334 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-2-8, Exterior(2R) 7-2-8 to 10-2-8 , Interior(1) 10-2-8 to 15-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7 except (jt=lb) 10=153, 6=152. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 102 lb up at 5-5-4, and 3 lb down and 102 lb up at 7-5-4, and 3 lb down and 102 lb up at 9-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE01 Truss Type GABLE Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243505 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:30 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-rtCEhneHAk70mySUCgM2YJZMa?H9f_3ONv6QTfyss0B LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=24(F) 31=24(F) 32=24(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE02 Truss Type GABLE Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243506 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-oGK_6TgXiLNk?GctK4PWdkflFpwF7ulhqDbXXXyss09 Scale = 1:68.0 Sheet BackFull Sheathing 1 Ply 7/16OSB8 1 2 34 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 3x6 4x6 3x6 4x6 4x6 6x6 14-3-014-3-0 -1-2-8 1-2-8 14-3-0 14-3-0 1-11-511-5-58.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [14:0-3-14,Edge], [15:Edge,0-3-8], [25:0-2-8,0-3-0] 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 0.56 0.27 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 15 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 292 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 14-15: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26. WEBS 1 Row at midpt 14-15, 13-16, 12-17, 11-18 REACTIONS.All bearings 14-3-0. (lb) - Max Horz 26=308(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 26=-252(LC 10), 25=-455(LC 9) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 26=607(LC 9), 25=283(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-1150/686, 2-3=-478/305, 3-5=-491/329, 5-6=-437/300, 6-7=-401/283, 7-8=-364/264, 8-9=-326/246, 9-10=-288/228, 10-11=-250/209 BOT CHORD 25-26=-545/412 WEBS 2-25=-678/1060 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 14-1-4 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 2) 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. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except (jt=lb) 26=252, 25=455. 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE03 Truss Type GABLE Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243507 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-keSkX9hoEzdSEamFRVR_i9k17dVLbmo_IX4dcQyss07 Scale = 1:77.4 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 36 37 38 3x6 3x6 3x6 3x4 3x6 3x4 3x4 6x8 8-7-48-7-4 17-2-88-7-4 -1-2-8 1-2-8 8-7-4 8-7-4 17-2-8 8-7-4 1-11-513-5-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.68 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.28 0.01 (loc) 6-7 6-7 6 l/defl >999 >718 n/a L/d 240 180 n/a PLATES MT20 Weight: 424 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x6 SPF No.2, 4-6: 2x4 SPF No.2, 2-9: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 10-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS. (size)6=Mechanical, 9=3-3-0 Max Horz 9=361(LC 9) Max Uplift 6=-68(LC 9) Max Grav 6=852(LC 17), 9=851(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-829/67, 4-5=-277/190, 2-9=-729/85 BOT CHORD 7-9=-501/536, 6-7=-191/611 WEBS 4-7=0/397, 4-6=-752/123, 2-7=-28/497 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 16-11-12 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) 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. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE04 Truss Type GABLE Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243508 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-g1aVyrj2mat9UtweZwTSoapXlQLf3jIHlrZkgIyss05 Scale = 1:48.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 3x6 4x6 4x6 16-4-816-4-8 8-5-11 8-5-11 16-4-8 7-10-13 1-11-57-7-22-3-148.00 12 Plate Offsets (X,Y)-- [25:0-1-4,0-0-0], [26:0-3-0,0-1-4], [26:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.05 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-4-8. (lb) - Max Horz 28=135(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 15, 23, 24, 25, 19, 18, 17, 16 except 28=-127(LC 10), 27=-108(LC 11) Max Grav All reactions 250 lb or less at joint(s) 28, 15, 21, 22, 23, 24, 25, 27, 20, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-28=-369/333 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=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-4 to 3-1-11, Exterior(2N) 3-1-11 to 8-5-11, Corner(3R) 8-5-11 to 11-5-11, Exterior(2N) 11-5-11 to 16-3-4 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 23, 24, 25, 19, 18, 17, 16 except (jt=lb) 28=127, 27=108. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE05 Truss Type GABLE Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243509 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-cPhFNWkIIB7tjB41gLVwt?um_ErZXXoZD92rlByss03 Scale = 1:50.2 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 8 7 6 5 32 33 34 35 36 4x6 4x6 5x8 3x4 4x8 3x8 9-11-79-11-7 16-4-86-5-1 5-0-15 5-0-15 9-11-7 4-10-7 16-4-8 6-5-1 1-11-58-6-154-3-98.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-8], [7:0-0-0,0-1-12], [11:0-1-8,0-1-0], [18:0-1-4,0-0-0], [26:0-1-9,0-0-8], [29:0-1-9,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.79 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.56 0.01 (loc) 6-8 6-8 5 l/defl >590 >342 n/a L/d 240 180 n/a PLATES MT20 Weight: 294 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8,4-5: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-5-8, 5=0-3-8 Max Horz 8=173(LC 11) Max Grav 8=714(LC 17), 5=707(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-535/88, 3-4=-547/71, 4-5=-643/49 BOT CHORD 6-8=-114/535 WEBS 3-6=0/261, 2-8=-519/53, 4-6=0/463 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-11-7, Exterior(2R) 9-11-7 to 12-11-7, Interior(1) 12-11-7 to 16-2-12 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 studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE06 Truss Type GABLE Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243510 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Zop0oCmYqpNbzVDPomYOyQ_Bv1hO?Y_sgTXyp3yss01 Scale = 1:55.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 4x6 3x4 3x4 3x6 18-8-018-8-0 8-8-9 8-8-9 18-8-0 9-11-7 2-9-48-6-151-11-58.00 12 Plate Offsets (X,Y)-- [17:Edge,0-2-8] 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 0.27 0.12 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 310 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-25 REACTIONS.All bearings 18-8-0. (lb) - Max Horz 33=-155(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 27, 28, 29, 31, 23, 22, 21, 20, 19 except 33=-139(LC 10), 17=-348(LC 11), 32=-105(LC 11), 18=-288(LC 10) Max Grav All reactions 250 lb or less at joint(s) 33, 25, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 except 17=376(LC 10), 18=362(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-4 to 3-4-9, Exterior(2N) 3-4-9 to 8-8-9, Corner(3R) 8-8-9 to 11-8-9 , Exterior(2N) 11-8-9 to 18-6-12 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 28, 29, 31, 23, 22, 21, 20, 19 except (jt=lb) 33=139, 17=348, 32=105, 18=288. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243511 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-1_NO?YnBb6VSafobMT3dVdWMwR1Mk030v7GVMWyss00 Scale = 1:15.0 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x4 2x4 2x4 -1-2-8 1-2-8 1-0-0 1-0-0 1-4-72-4-712.00 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 0.31 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-0-0, 4=1-0-0 Max Horz 5=82(LC 11) Max Uplift 5=-51(LC 12), 4=-92(LC 18) Max Grav 5=196(LC 18), 4=38(LC 8) 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=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 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) 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. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243512 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-VBxmCunpMQdJCoNovBas1r3XgrNbTTI97n03uyyss0? Scale = 1:15.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 3x4 2x4 2x4 -1-2-8 1-2-8 1-0-0 1-0-0 1-4-72-4-712.00 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 0.31 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-0-0, 4=1-0-0 Max Horz 5=82(LC 11) Max Uplift 5=-51(LC 12), 4=-92(LC 18) Max Grav 5=196(LC 18), 4=38(LC 8) 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=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 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) 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. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE09 Truss Type GABLE Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243513 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-s8kfGbrxAyGcIaGlikA1kumIns1T8iluH3jpY9yss?w Scale = 1:71.6 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 3x6 3x4 4x6 4x6 4x6 3x4 14-11-014-11-0 -1-2-8 1-2-8 14-11-0 14-11-0 1-11-511-10-108.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-0-0], [4:0-3-0,0-2-4], [4:0-0-0,0-1-12], [14:0-3-14,Edge], [15:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.29 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 15 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 317 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 14-15: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 13-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26. WEBS 1 Row at midpt 14-15, 13-16, 12-17, 11-18 REACTIONS.All bearings 14-11-0. (lb) - Max Horz 26=320(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 26=-142(LC 10), 25=-268(LC 9) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 except 26=420(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-770/443, 2-3=-502/326, 3-5=-477/324, 5-6=-435/301, 6-7=-399/284, 7-8=-362/266, 8-9=-324/248, 9-10=-287/230, 10-11=-250/212 BOT CHORD 25-26=-568/428 WEBS 2-25=-466/728 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-2-8 to 1-7-0, Exterior(2N) 1-7-0 to 14-9-4 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 2) 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. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except (jt=lb) 26=142, 25=268. 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE10 Truss Type GABLE Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243514 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-KLI1TxsaxGOSwjryGRhGH5JagGRGt9P2WjTN5cyss?v Scale = 1:60.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 4x6 3x4 3x6 22-0-022-0-0 -1-2-8 1-2-8 11-0-0 11-0-0 22-0-0 11-0-0 23-2-8 1-2-8 1-11-59-3-51-11-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.06 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 21 21 22 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 376 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-30 REACTIONS.All bearings 22-0-0. (lb) - Max Horz 39=170(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 39, 22, 32, 33, 35, 36, 37, 38, 28, 27, 26, 25, 24, 23 Max Grav All reactions 250 lb or less at joint(s) 39, 22, 30, 31, 32, 33, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-39=-316/234, 20-22=-304/218 WEBS 3-39=-371/361, 19-22=-347/336 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=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-2-8 to 1-8-0, Exterior(2N) 1-8-0 to 11-0-0, Corner(3R) 11-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 23-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 39, 22, 32, 33, 35, 36, 37, 38, 28, 27, 26, 25, 24, 23. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE11 Truss Type GABLE Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243515 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-kw_A5zuSEBm1nBZWxaEzukx?LTKS4LAUCgh1hxyss?s Scale = 1:67.8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 62 63 64 65 66 67 68 3x6 4x6 4x6 3x4 3x4 3x4 4x6 4x6 4x8 5x6 4x6 3x8 3x6 5x6 7-0-97-0-9 12-5-125-5-3 20-8-108-2-14 28-8-128-0-2 34-4-05-7-4 -1-2-8 1-2-8 7-0-9 7-0-9 13-10-9 6-10-1 20-8-10 6-10-1 23-4-0 2-7-6 28-8-12 5-4-12 34-4-0 5-7-4 35-6-8 1-2-8 1-5-147-6-69-3-51-11-53.50 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [7:0-1-12,0-0-8], [9:0-2-14,0-2-0], [15:0-3-0,0-3-0], [27:0-1-2,0-1-0], [28:0-1-2,0-1-0], [33:0-1-15,0-1-0], [43:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.60 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.25 0.01 (loc) 12-13 12-13 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 570 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-12: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-16. REACTIONS. (size)18=0-3-8, 16=0-3-8, 11=0-3-8 Max Horz 18=167(LC 11) Max Uplift 18=-24(LC 12), 11=-15(LC 12) Max Grav 18=446(LC 23), 16=1762(LC 19), 11=975(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-329/34, 4-5=-9/460, 5-6=-673/115, 6-7=-743/186, 7-8=-992/221, 8-9=-948/87, 2-18=-378/111, 9-11=-909/120 BOT CHORD 16-17=-16/296, 12-13=0/513 WEBS 4-16=-722/72, 5-16=-1180/129, 5-13=0/801, 6-13=-447/139, 7-13=-48/347, 7-12=-118/506, 8-12=-357/177, 9-12=0/698 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=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 23-4-0, Exterior(2R) 23-4-0 to 26-9-3, Interior(1) 26-9-3 to 35-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss GE12 Truss Type GABLE Qty 2 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243516 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-C6YYJJv4?VuuPL8jVHmCRxUB2tmIpzbdRKRaENyss?r Scale = 1:66.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x6 4x6 4x6 3x8 15-9-015-9-0 15-9-0 15-9-0 0-6-1211-0-128.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-1-0,0-3-15], [1:0-0-8,0-0-12], [13:0-3-14,Edge], [14:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.25 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 281 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 12-15, 11-16 REACTIONS.All bearings 15-9-0. (lb) - Max Horz 1=291(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 Max Grav All reactions 250 lb or less at joint(s) 14, 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-541/356, 2-3=-450/295, 3-5=-419/286, 5-6=-383/267, 6-7=-346/250, 7-8=-310/232, 8-9=-274/215 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 15-7-4 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 2) 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. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss J01 Truss Type Jack-Open Qty 3 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243517 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-gI5wWfwimo0l0Vjv3?HR_90Q_H8pYSanf_A8mpyss?q Scale = 1:15.0 1 2 3 5 42x4 5x8 3x4 1-0-01-0-0 -1-2-8 1-2-8 1-0-0 1-0-0 1-4-72-4-712.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=89(LC 12) Max Uplift 4=-74(LC 12) Max Grav 5=180(LC 1), 4=10(LC 10) 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss J02 Truss Type Monopitch Qty 17 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243518 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-8UfIk_xKX68ceeI5ciogWMZRHhKBHlGwuewhIFyss?p Scale = 1:62.9 1 2 3 4 6 5 7 8 9 10 11 3x6 5x12 4x6 3x8 3x4 2x4 6x8 8-1-08-1-0 16-3-08-2-0 8-1-0 8-1-0 16-3-0 8-2-0 0-6-1211-4-129-1-1211-4-128.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-1-0,0-3-15], [1:0-0-8,0-0-12], [4:0-5-0,0-3-0] 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 0.85 0.67 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.32 (loc) 1-6 1-6 8 l/defl >999 >676 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF No.2 OTHERS 2x8 SP 2400F 2.0E WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5 REACTIONS. (size)1=0-3-8, 8=0-5-8 Max Horz 1=271(LC 9) Max Uplift 8=-25(LC 9) Max Grav 1=729(LC 17), 8=746(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-895/5, 5-7=-35/611, 4-7=-35/611 BOT CHORD 1-6=-161/718, 5-6=-161/718 WEBS 2-6=0/460, 2-5=-821/98, 4-8=-791/119 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 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. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss M01 Truss Type Monopitch Qty 6 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243519 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-dhDhxKxzIQGTGotIAQJv3a6f04kx0F447IfFqiyss?o Scale = 1:64.7 1 2 3 4 5 8 7 6 9 10 11 3x6 4x10 3x8 3x4 3x4 3x4 5x8 4x6 7-3-87-3-8 14-7-07-3-8 -1-2-8 1-2-8 7-3-8 7-3-8 14-7-0 7-3-8 1-11-511-8-09-1-1211-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.44 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.14 0.35 (loc) 6-7 6-7 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 2-8: 2x4 SPF-S Stud OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size)8=0-3-8, 10=0-3-8 Max Horz 8=284(LC 9) Max Uplift 10=-45(LC 9) Max Grav 8=708(LC 18), 10=669(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-642/19, 6-9=-83/538, 5-9=-83/538, 2-8=-603/60 BOT CHORD 7-8=-432/419, 6-7=-190/493 WEBS 4-7=0/308, 4-6=-609/143, 2-7=0/397, 5-10=-690/166 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 13-11-12 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 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. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss M02 Truss Type Monopitch Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243520 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-5tn39gyb2jOKtySUk7q8bnesLU4qleRDLyPoN8yss?n Scale = 1:67.6 1 2 3 4 5 8 7 6 9 10 11 3x6 4x8 3x6 2x4 3x4 3x4 5x8 4x6 6-9-126-9-12 14-3-07-5-4 -1-2-8 1-2-8 7-1-8 7-1-8 14-3-0 7-1-8 1-11-511-5-59-1-1211-5-58.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.40 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.13 -0.20 (loc) 6-7 6-7 10 l/defl >999 >665 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 2-8: 2x4 SPF-S Stud OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS. (size)8=0-3-8, 7=0-3-8, 10=0-3-8 Max Horz 8=280(LC 9) Max Uplift 8=-169(LC 13), 7=-245(LC 9), 10=-185(LC 12) Max Grav 8=459(LC 18), 7=1046(LC 17), 10=257(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-505/560, 6-9=-247/267, 5-9=-247/267, 2-8=-367/298 BOT CHORD 7-8=-431/406 WEBS 4-7=-737/458, 4-6=-319/423, 2-7=-574/527, 5-10=-360/289 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 13-7-12 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=169, 7=245, 10=185. 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. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss M03 Truss Type MONO TRUSS Qty 3 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243521 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Z3LRM0zDp1WBV61gIqLN8?B82uWqUGEMac8Lvayss?m Scale = 1:19.4 1 2 3 5 4 2x4 2x4 3x6 3x4 1-11-81-11-8 -1-2-8 1-2-8 1-11-8 1-11-8 1-11-53-3-08.00 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-P 0.11 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-3-8 Max Horz 5=85(LC 11) Max Uplift 5=-19(LC 8), 4=-65(LC 9) Max Grav 5=186(LC 18), 4=74(LC 10) 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 5) 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss M04 Truss Type MONO TRUSS Qty 4 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243522 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Z3LRM0zDp1WBV61gIqLN8?B82uW1UFzMac8Lvayss?m Scale: 3/4"=1' 1 2 3 5 42x4 2x4 3x6 3x4 0-11-80-11-8 -1-2-8 1-2-8 0-11-8 0-11-8 1-11-52-7-08.00 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-P 0.11 0.02 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-3-8 Max Horz 5=67(LC 11) Max Uplift 5=-43(LC 8), 4=-111(LC 18) Max Grav 5=213(LC 18), 4=63(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-202/275 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=111. 5) 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss M05 Truss Type Monopitch Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243523 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-1GvpZM_raLe27GbtrYschCkAQIlYDW7WpGuvR1yss?l Scale = 1:71.6 1 2 3 4 5 8 7 6 9 10 11 12 13 3x6 4x8 3x8 2x4 3x4 3x4 5x8 4x6 6-9-126-9-12 15-3-08-5-4 -1-2-8 1-2-8 7-7-8 7-7-8 15-3-0 7-7-8 1-11-512-1-59-1-1212-1-58.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.51 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.25 -0.31 (loc) 6-7 6-7 10 l/defl >635 >392 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 2-8: 2x4 SPF-S Stud OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 7=0-3-8, 10=0-3-8 Max Horz 8=291(LC 9) Max Uplift 8=-189(LC 13), 7=-256(LC 9), 10=-194(LC 12) Max Grav 8=468(LC 18), 7=1106(LC 17), 10=305(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-531/603, 6-9=-247/293, 5-9=-247/293, 2-8=-387/322 BOT CHORD 7-8=-438/418 WEBS 4-7=-760/458, 4-6=-343/435, 2-7=-619/554, 5-10=-383/281 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 14-7-12 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=189, 7=256, 10=194. 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. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss T01 Truss Type Common Qty 4 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243524 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-VSTBni?TLemvkQA3PFOrDQGJ6i6uy7Rf2wdSzTyss?k Scale = 1:55.2 1 2 3 4 5 8 7 6 9 10 11 12 4x6 3x4 3x4 3x8 6x8 6x8 7-2-87-2-8 14-5-07-2-8 -1-2-8 1-2-8 7-2-8 7-2-8 14-5-0 7-2-8 15-7-8 1-2-8 1-4-78-6-151-4-712.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.38 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=177(LC 11) Max Uplift 8=-20(LC 12), 6=-20(LC 12) Max Grav 8=646(LC 1), 6=646(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-536/92, 3-4=-536/92, 2-8=-583/109, 4-6=-583/109 BOT CHORD 7-8=-146/353 WEBS 3-7=0/292 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-2-8, Exterior(2R) 7-2-8 to 10-2-8 , Interior(1) 10-2-8 to 15-7-8 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) 8, 6. 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. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss T02 Truss Type Common Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243525 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:07:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-VSTBni?TLemvkQA3PFOrDQGLFi6xy86f2wdSzTyss?k Scale = 1:51.4 1 2 3 6 5 4 7 8 9 10 6x8 4x6 6x8 3x4 3x4 3x8 7-2-87-2-8 14-5-07-2-8 7-2-8 7-2-8 14-5-0 7-2-8 1-4-78-6-151-4-712.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.37 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=-154(LC 10) Max Grav 6=565(LC 1), 4=565(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-537/85, 2-3=-537/85, 1-6=-503/69, 3-4=-503/69 BOT CHORD 5-6=-131/281 WEBS 2-5=0/286 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-2-8, Exterior(2R) 7-2-8 to 10-2-8, Interior(1) 10-2-8 to 14-3-4 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) 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) 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss T03 Truss Type Common Qty 6 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243526 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ze0Z_2?56yulMalFzzv4mdpST5QDhb2pGaN?Wvyss?j Scale = 1:44.6 1 2 3 7 6 5 4 8 9 10 11 6x8 5x6 6x6 3x4 3x6 3x8 3x4 8-5-118-5-11 16-4-87-10-13 8-5-11 8-5-11 16-4-8 7-10-13 1-11-57-7-22-3-148.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.50 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 0.00 (loc) 5-7 5-7 4 l/defl >999 >908 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-8, 4=0-3-8 Max Horz 7=135(LC 11) Max Grav 7=643(LC 1), 4=643(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-622/56, 2-3=-610/56, 1-7=-568/52, 3-4=-576/49 WEBS 2-5=0/256, 1-5=0/290, 3-5=0/336 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-5-11, Exterior(2R) 8-5-11 to 11-5-11, Interior(1) 11-5-11 to 16-2-12 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) 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss T04 Truss Type Common Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243527 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-RrayCO0jtG1c_jKRXgQJIrLjZVfxQsUyVE6Z2Myss?i Scale = 1:50.2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 2x4 4x6 2x4 4x8 3x8 3x4 3x4 3x8 3x8 9-8-99-8-9 19-8-09-11-7 4-11-9 4-11-9 9-8-9 4-9-1 14-7-1 4-10-7 19-8-0 5-0-15 2-1-48-6-151-11-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.91 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.45 0.02 (loc) 6-7 6-7 6 l/defl >913 >515 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-5-8 Max Horz 9=-148(LC 10) Max Grav 9=866(LC 17), 6=864(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-755/71, 3-4=-757/71 BOT CHORD 7-9=-31/675, 6-7=-22/627 WEBS 3-7=-7/523, 2-9=-751/33, 4-6=-739/36 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-8-9, Exterior(2R) 9-8-9 to 12-8-9, Interior(1) 12-8-9 to 19-6-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss T05 Truss Type Common Qty 7 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243528 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-v18KPk1MeZ9Tbtve4OxYr2utDv?M9Ju6kus6aoyss?h Scale = 1:50.2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 2x4 4x6 2x4 4x6 3x8 3x4 3x4 3x8 3x8 9-5-99-5-9 19-5-09-11-7 4-10-1 4-10-1 9-5-9 4-7-9 14-4-1 4-10-7 19-5-0 5-0-15 2-3-48-6-151-11-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.90 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.46 0.02 (loc) 6-7 6-7 6 l/defl >889 >500 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 6=0-5-8 Max Horz 9=-150(LC 10) Max Grav 9=856(LC 17), 6=854(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-737/71, 3-4=-742/72 BOT CHORD 7-9=-29/646, 6-7=-22/616 WEBS 3-7=-9/508, 2-9=-748/32, 4-6=-723/37 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-5-9, Exterior(2R) 9-5-9 to 12-5-9, Interior(1) 12-5-9 to 19-3-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss T06 Truss Type Common Qty 2 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243529 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ODiid32_PtHKD1Uqe5SnOGRzcJNnuoiFyYbg7Eyss?g Scale = 1:50.2 1 2 3 4 8 7 6 5 9 10 11 12 6x8 4x6 3x4 3x4 3x6 3x8 3x4 4x8 8-8-98-8-9 18-8-09-11-7 8-8-9 8-8-9 13-7-1 4-10-7 18-8-0 5-0-15 2-9-48-6-151-11-58.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.83 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.52 0.01 (loc) 5-6 5-6 5 l/defl >720 >425 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-8,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-5-8 Max Horz 8=-155(LC 10) Max Grav 8=794(LC 19), 5=813(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-741/50, 2-3=-677/74, 1-8=-675/43 BOT CHORD 5-6=-21/566 WEBS 2-6=0/357, 1-6=0/478, 3-5=-643/35 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-8-9, Exterior(2R) 8-8-9 to 11-8-9, Interior(1) 11-8-9 to 18-6-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss T07 Truss Type Common Qty 4 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243530 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-KcqS1l3ExUX2TLeDmWUFThWMf64hMnDYQs4mB7yss?e Scale = 1:57.5 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x6 4x8 3x8 3x4 3x4 3x4 4x8 4x8 3x4 11-0-011-0-0 22-0-011-0-0 -1-2-8 1-2-8 5-7-4 5-7-4 11-0-0 5-4-12 16-4-12 5-4-12 22-0-0 5-7-4 23-2-8 1-2-8 1-11-59-3-51-11-58.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.73 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.64 0.02 (loc) 9-11 9-11 8 l/defl >694 >406 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-8 REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=171(LC 11) Max Uplift 11=-14(LC 12), 8=-14(LC 12) Max Grav 11=1048(LC 17), 8=1048(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/87, 3-4=-873/76, 4-5=-873/76, 5-6=-268/88, 2-11=-327/93, 6-8=-325/94 BOT CHORD 9-11=0/806, 8-9=0/731 WEBS 4-9=-3/610, 3-11=-833/6, 5-8=-836/5 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-2-8 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 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. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss T08 Truss Type Roof Special Qty 7 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243531 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ooOrF54siofv4VDPJD0U?u3ZZWRy57uhfWqKjZyss?d Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 3x6 4x6 4x6 3x4 3x6 3x4 3x4 4x6 4x6 4x8 2x4 5x6 2x4 4x6 3x8 3x6 7-0-97-0-9 12-5-125-5-3 20-8-108-2-14 28-8-128-0-2 34-4-05-7-4 -1-2-8 1-2-8 7-0-9 7-0-9 13-10-9 6-10-1 20-8-10 6-10-1 23-4-0 2-7-6 28-8-12 5-4-12 34-4-0 5-7-4 35-6-8 1-2-8 1-5-147-6-69-3-51-11-53.50 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [9:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.60 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.25 0.01 (loc) 12-13 12-13 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-12: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-16. REACTIONS. (size)18=0-3-8, 16=0-3-8, 11=0-3-8 Max Horz 18=167(LC 11) Max Uplift 18=-24(LC 12), 11=-15(LC 12) Max Grav 18=446(LC 23), 16=1762(LC 19), 11=975(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-329/34, 4-5=-9/460, 5-6=-673/115, 6-7=-743/186, 7-8=-992/221, 8-9=-948/87, 2-18=-378/111, 9-11=-909/120 BOT CHORD 16-17=-16/296, 12-13=0/513 WEBS 4-16=-722/72, 5-16=-1180/129, 5-13=0/801, 6-13=-447/139, 7-13=-48/347, 7-12=-118/506, 8-12=-357/177, 9-12=0/698 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=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 23-4-0, Exterior(2R) 23-4-0 to 26-9-3, Interior(1) 26-9-3 to 35-6-8 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 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. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LOT#51 JCKSON GRANT Job Reference (optional) I42243532 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-G?yDSR5UT6nmieobtxXjY6bjZwoUqfrrtAZtG?yss?c Scale = 1:53.8 1 2 3 6 5 478910111213 12x18 MT18HS 4x6 12x18 MT18HS 8x8 Special Special Special Special Special Special Special 7-2-87-2-8 14-5-07-2-8 7-2-8 7-2-8 14-5-0 7-2-8 1-4-78-6-151-4-712.00 12 Plate Offsets (X,Y)-- [1:Edge,0-11-8], [3:Edge,0-11-8], [4:0-1-12,0-0-0], [5:0-4-0,0-4-12], [6:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.52 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.14 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 154 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=-151(LC 6) Max Grav 6=3583(LC 2), 4=3220(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2649/0, 2-3=-2649/0, 1-6=-2134/0, 3-4=-2136/0 BOT CHORD 5-6=-6/743, 4-5=0/655 WEBS 2-5=0/3225, 1-5=0/1175, 3-5=0/1187 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 834 lb down at 0-9-4, 830 lb down at 2-9-4, 830 lb down at 4-9-4, 830 lb down at 6-9-4, 830 lb down at 8-9-4, and 830 lb down at 10-9-4, and 830 lb down at 12-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Continued on page 2 July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 LOT#51 JCKSON GRANT Job Reference (optional) I42243532 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:07 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-G?yDSR5UT6nmieobtxXjY6bjZwoUqfrrtAZtG?yss?c LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-749(B) 8=-745(B) 9=-745(B) 10=-745(B) 11=-745(B) 12=-745(B) 13=-745(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss V01 Truss Type Valley Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243533 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-kBVbgn56EPvdKoMoRe2z5J8vXKAbZAD_6qJRoSyss?b Scale = 1:63.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 4x6 3x6 3x6 3x8 5x6 3x6 3x6 3x4 3x8 34-4-034-4-0 -1-2-8 1-2-8 11-0-0 11-0-0 13-7-6 2-7-6 34-4-0 20-8-10 35-6-8 1-2-8 1-0-66-7-78-4-60-6-158.00 12 3.50 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [13:0-0-0,0-1-6], [13:0-3-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.40 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 0.12 0.00 (loc) 14 14 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Right: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 1-11-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 34-4-0. (lb) - Max Horz 2=-128(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 20, 16, 15, 13 Max Grav All reactions 250 lb or less at joint(s) 2, 16 except 21=360(LC 17), 22=457(LC 17), 23=360(LC 17), 20=426(LC 18), 17=428(LC 19), 15=631(LC 18), 13=330(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-22=-265/129, 8-20=-265/113, 11-15=-419/119 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=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 11-0-0, Exterior(2E) 11-0-0 to 13-7-6, Interior(1) 13-7-6 to 35-6-8 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 20, 16, 15, 13. 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. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss V02 Truss Type Valley Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243534 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-CN3zt76l?j1Uxyx_?MZCdXh2OkW9IdZ7LU2_Kuyss?a Scale = 1:51.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 193x4 3x6 3x6 4x6 3x4 0-0-60-0-6 31-3-931-3-3 10-6-9 10-6-9 13-2-0 2-7-6 31-3-9 18-1-10 0-0-45-3-77-0-60-0-48.00 12 3.50 12 Plate Offsets (X,Y)-- [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.44 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4,4-7: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 31-2-5. (lb) - Max Horz 1=-106(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 15, 13, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 14=396(LC 18), 15=626(LC 17), 13=450(LC 18), 10=666(LC 18), 9=252(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-14=-257/24, 2-15=-373/174, 5-13=-259/96, 8-10=-446/128 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=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-7-3, Interior(1) 3-7-3 to 10-6-9, Exterior(2E) 10-6-9 to 13-2-0, Interior(1) 13-2-0 to 30-2-11 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 13, 10. 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. July 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss V03 Truss Type Valley Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243535 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-gZdL5T7Nl19LZ6WAY34RAkDEN7tn15PHZ8oXsKyss?Z Scale = 1:42.8 1 2 3 4 5 6 7 11 10 9 8 12 13 14 2x4 3x4 3x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 24-8-1124-8-5 8-6-9 8-6-9 11-2-0 2-7-6 24-8-11 13-6-12 0-0-43-11-75-8-60-0-48.00 12 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.36 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 4-7: 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 *Except* 7-10: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-7-8. (lb) - Max Horz 1=-85(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 10=405(LC 1), 11=392(LC 23), 8=573(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-324/49, 2-11=-291/140, 6-8=-411/112 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=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 8-6-9, Exterior(2E) 8-6-9 to 11-2-0, Interior(1) 11-2-0 to 23-8-7 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 9. 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss V04 Truss Type Valley Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243536 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-9mBkIo8?WKHCBG5M6nbgiymQaX9rma8QooX5Pmyss?Y Scale = 1:32.7 1 2 3 4 5 8 7 6 9 10 3x4 3x6 3x4 2x4 2x4 4x6 2x4 2x4 0-0-60-0-6 18-1-1418-1-8 6-6-9 6-6-9 9-2-0 2-7-6 18-1-14 8-11-14 0-0-42-7-74-4-60-0-48.00 12 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.62 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-0-10. (lb) - Max Horz 1=-64(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 8 except 1=328(LC 1), 5=268(LC 1), 6=564(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-266/69 WEBS 4-6=-439/137 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-0 to 3-5-0, Interior(1) 3-5-0 to 6-6-9, Exterior(2E) 6-6-9 to 9-2-0, Interior(1) 9-2-0 to 17-3-5 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6. 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss V05 Truss Type Valley Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243537 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-9mBkIo8?WKHCBG5M6nbgiymRRXFjmYRQooX5Pmyss?Y Scale = 1:22.2 1 2 3 4 5 6 7 8 3x4 5x6 2x4 3x4 2x4 0-0-60-0-6 11-7-011-6-10 4-6-9 4-6-9 7-2-0 2-7-6 11-7-0 4-5-0 0-0-41-3-73-0-60-0-48.00 12 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.25 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 9-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=11-5-12, 4=11-5-12, 5=11-5-12 Max Horz 1=-43(LC 10) Max Uplift 1=-259(LC 24), 5=-94(LC 12) Max Grav 1=63(LC 12), 4=76(LC 3), 5=953(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/591, 2-3=-237/602, 3-4=-252/505 BOT CHORD 1-5=-462/254, 4-5=-462/254 WEBS 2-5=-801/381 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-11 to 3-5-11, Interior(1) 3-5-11 to 4-6-9, Exterior(2E) 4-6-9 to 7-2-0, Interior(1) 7-2-0 to 10-6-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=259. 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss V06 Truss Type Valley Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243538 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-dyl6V89dHeP3oQgZgU7vF9JhgxXFV2ka1SHexDyss?X Scale = 1:13.1 1 2 3 2x4 2x4 2x4 5-0-135-0-13 5-1-30-0-6 2-6-9 2-6-9 5-1-3 2-6-9 0-0-41-8-60-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-0-7, 3=5-0-7 Max Horz 1=-23(LC 10) Max Grav 1=176(LC 1), 3=176(LC 1) 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss V07 Truss Type Valley Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243539 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-dyl6V89dHeP3oQgZgU7vF9Jb1xYvV1za1SHexDyss?X Scale: 3/8"=1' 1 2 3 4 5 6 2x4 3x6 2x4 2x4 10-0-210-0-2 10-0-60-0-4 5-0-3 5-0-3 10-0-6 5-0-3 0-0-45-0-30-0-412.00 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-S 0.57 0.38 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-11-14, 3=9-11-14, 4=9-11-14 Max Horz 1=-84(LC 10) Max Uplift 1=-11(LC 12), 3=-11(LC 12) Max Grav 1=211(LC 1), 3=211(LC 1), 4=339(LC 1) 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-0 to 3-3-0, Interior(1) 3-3-0 to 5-0-3, Exterior(2R) 5-0-3 to 8-0-3, Interior(1) 8-0-3 to 9-9-6 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss V08 Truss Type Valley Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243540 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-58JUjU9F2yXvQZFlEBe8oNroCLwzEVJjG50CTfyss?W Scale = 1:25.4 1 2 3 4 5 6 2x4 3x4 2x4 2x4 7-4-27-4-2 7-4-60-0-4 3-8-3 3-8-3 7-4-6 3-8-3 0-0-43-8-30-0-412.00 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-P 0.42 0.20 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-3-14, 3=7-3-14, 4=7-3-14 Max Horz 1=-60(LC 10) Max Uplift 1=-16(LC 12), 3=-16(LC 12) Max Grav 1=164(LC 1), 3=164(LC 1), 4=221(LC 1) 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-0 to 3-3-0, Interior(1) 3-3-0 to 3-8-3, Exterior(2R) 3-8-3 to 6-8-3, Interior(1) 6-8-3 to 7-1-6 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss V09 Truss Type Valley Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243541 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ZLtswqAtpFfm2jqxnv9NKaO1llI6zyztUlml?5yss?V Scale = 1:14.5 1 2 3 4 2x4 3x4 2x4 2x4 0-0-40-0-4 4-8-64-8-2 2-4-3 2-4-3 4-8-6 2-4-3 0-0-42-4-30-0-412.00 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-P 0.17 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-7-14, 3=4-7-14, 4=4-7-14 Max Horz 1=37(LC 11) Max Uplift 1=-10(LC 12), 3=-10(LC 12) Max Grav 1=100(LC 1), 3=100(LC 1), 4=135(LC 1) 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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 30,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002071 Truss V10 Truss Type Valley Qty 1 Ply 1 LOT#51 JCKSON GRANT Job Reference (optional) I42243542 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 30 14:08:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-1XQE8ABVaZndftP8LcgctoxEo8fqiPT0jPVIYYyss?U Scale = 1:7.9 1 2 3 2x4 2x4 2x4 2-0-22-0-2 2-0-60-0-4 1-0-3 1-0-3 2-0-6 1-0-3 0-0-41-0-30-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-14, 3=1-11-14 Max Horz 1=-13(LC 10) Max Grav 1=61(LC 1), 3=61(LC 1) 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=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 30,2020 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